Nothing Special   »   [go: up one dir, main page]

You seem to have javascript disabled. Please note that many of the page functionalities won't work as expected without javascript enabled.
 
 
Sign in to use this feature.

Years

Between: -

Subjects

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Journals

Article Types

Countries / Regions

Search Results (172)

Search Parameters:
Keywords = bernoulli number

Order results
Result details
Results per page
Select all
Export citation of selected articles as:
26 pages, 8754 KiB  
Article
Weight Effects on Vertical Transverse Vibration of a Beam with a Nonlinear Energy Sink
by Xiang Fu, Sha Wei, Hu Ding and Li-Qun Chen
Appl. Sci. 2025, 15(3), 1380; https://doi.org/10.3390/app15031380 - 29 Jan 2025
Abstract
Reductions in the vibration of a continuum system via a nonlinear energy sink have been widely investigated. It is usually assumed that weight effects can be ignored if the vibration is measured from the static equilibrium configuration. The present investigation reveals the dynamic [...] Read more.
Reductions in the vibration of a continuum system via a nonlinear energy sink have been widely investigated. It is usually assumed that weight effects can be ignored if the vibration is measured from the static equilibrium configuration. The present investigation reveals the dynamic effects of weight on the vertical transverse vibrations of a Euler–Bernoulli beam coupled with a nonlinear energy sink. The governing equations considering and neglecting weights were derived. The equations were discretized with some numerical support. The discretized equations were analytically solved via the harmonic balance method. The harmonic balance solutions were compared with the numerical solution via the Runge–Kutta method. Finite element simulations were performed via ANSYS software (version number: 2.2.1). Free and forced vibrations, predicted by equations considering or neglecting the weights, were compared with the finite element solutions. For the forced vibrations, the amplitude–frequency responses determined by the harmonic balance method agree well with those calculated by the Runge–Kutta method. The free and forced vibration responses predicted by the equations considering the weights are closer to those computed by the finite element method than the responses predicted by the equation neglecting the weights. The assumption that weights can be balanced by static deflections leads to errors in the analysis of the vertical transverse vibrations of a Euler–Bernoulli beam with a nonlinear energy sink. Full article
(This article belongs to the Special Issue Advances in Architectural Acoustics and Vibration)
Show Figures

Figure 1

Figure 1
<p>A mechanical model of an elastic beam coupled with a nonlinear energy sink.</p>
Full article ">Figure 2
<p>Time history curve of free vibration when nonlinear energy sink weight is considered, with different truncated orders: (<b>a</b>) displacement of 1/8 point when nonlinear energy sink is placed at 1/2 point of beam; (<b>b</b>) displacement of 1/4 point when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 3
<p>Time history curve of free vibration when nonlinear energy sink weight is neglected, with different truncated orders: (<b>a</b>) displacement of 1/8 point when nonlinear energy sink is placed at 1/2 point of beam; (<b>b</b>) displacement of 1/4 point when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 4
<p>Amplitude−frequency response of forced vibration when nonlinear energy sink weight is considered, with different orders of Galerkin truncation: (<b>a</b>) 1/8 point of beam when nonlinear energy sink is placed at 1/2 point of beam, (<b>b</b>) 1/4 point of beam when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 5
<p>Amplitude−frequency response of forced vibration when nonlinear energy sink weight is neglected, with different orders of Galerkin truncation: (<b>a</b>) 1/8 point of beam when nonlinear energy sink is placed at 1/2 point of beam, (<b>b</b>) 1/4 point of beam when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 6
<p>Comparison of amplitude−frequency curves of analytic solution and numerical solution when nonlinear energy sink weight is considered: (<b>a</b>) 1/8 point of beam when nonlinear energy sink is placed at 1/2 point of beam, (<b>b</b>) 1/4 point of beam when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 7
<p>Comparison of amplitude−frequency curves of analytic solution and numerical solution when nonlinear energy sink weight is neglected: (<b>a</b>) 1/8 point of beam when nonlinear energy sink is placed at 1/2 point of beam, (<b>b</b>) 1/4 point of beam when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 8
<p>Time history curve of free vibration: (<b>a</b>) response of 1/8 point of beam when nonlinear energy sink is placed at 1/2 point of beam; (<b>b</b>) response of 1/4 point of beam when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 9
<p>Amplitude Spectrum of free vibration: (<b>a</b>) response of 1/8 point of beam when nonlinear energy sink is placed at 1/2 point of beam; (<b>b</b>) response of 1/4 point of beam when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 10
<p>Time history curve of forced vibration with first−order excitation frequency: (<b>a</b>) response of 1/8 point of beam when nonlinear energy sink is placed at 1/2 point of beam; (<b>b</b>) response of 1/4 point of beam when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 11
<p>Amplitude−frequency response of forced vibration with first−order excitation frequency: (<b>a</b>) response of 1/8 point of beam when nonlinear energy sink is placed at 1/2 point of beam; (<b>b</b>) response of 1/4 point of beam when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 12
<p>Time history curve of forced vibration with second−order excitation frequency: (<b>a</b>) response of 1/8 point of beam when the nonlinear energy sink is placed at 1/2 point of beam; (<b>b</b>) response of 1/4 point of beam when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 13
<p>Amplitude−frequency response of forced vibration with second−order excitation frequency: (<b>a</b>) response of 1/8 point of beam when nonlinear energy sink is placed at 1/2 point of beam; (<b>b</b>) response of 1/4 point of beam when nonlinear energy sink is placed at 1/2 point of beam.</p>
Full article ">Figure 14
<p>Amplitude spectra of free vibration of ANSYS software (version number:2.2.1) simulation and Runge−Kutta method when nonlinear energy sink is placed at 1/2 point of beam: (<b>a</b>) frequency response of 1/8 point of beam; (<b>b</b>) frequency response of 1/4 point of beam.</p>
Full article ">Figure 15
<p>Results of ANSYS software (version number:2.2.1) simulation and Runge−Kutta method when nonlinear energy sink is placed at 1/2 point of beam: (<b>a</b>) frequency response of 1/8 point of beam; (<b>b</b>) frequency response of 1/4 point of beam.</p>
Full article ">Figure 16
<p>Results of ANSYS software (version number:2.2.1) simulation and harmonic balance method when nonlinear energy sink is placed at 1/2 point of beam: (<b>a</b>) frequency response of 1/8 point of beam; (<b>b</b>) frequency response of 1/4 point of beam.</p>
Full article ">Figure 17
<p>Results of ANSYS software (version number:2.2.1) simulation and Runge−Kutta method when nonlinear energy sink is placed at 1/2 point of beam with second−order primary frequency excitation: (<b>a</b>) frequency response of 1/8 point of beam; (<b>b</b>) frequency response of 1/4 point of beam.</p>
Full article ">Figure 18
<p>Results of ANSYS software (version number:2.2.1) simulation and harmonic balance method when nonlinear energy sink is placed at 1/2 point of beam with second-order primary frequency excitation: (a) frequency response of 1/8 point of beam; (b) frequency response of 1/4 point of beam.</p>
Full article ">
19 pages, 5634 KiB  
Article
Construction of Orchard Agricultural Machinery Dispatching Model Based on Improved Beetle Optimization Algorithm
by Lixing Liu, Hongjie Liu, Jianping Li, Pengfei Wang and Xin Yang
Agronomy 2025, 15(2), 323; https://doi.org/10.3390/agronomy15020323 - 27 Jan 2025
Abstract
In order to enhance orchard agricultural efficiency and lower fruit production expenses, we propose a BL-DBO (Beetle Optimization Algorithm introducing Bernoulli mapping and Lévy flights) to solve the agricultural machinery dispatching model within the orchard area. First, we analyze the agricultural machinery dispatching [...] Read more.
In order to enhance orchard agricultural efficiency and lower fruit production expenses, we propose a BL-DBO (Beetle Optimization Algorithm introducing Bernoulli mapping and Lévy flights) to solve the agricultural machinery dispatching model within the orchard area. First, we analyze the agricultural machinery dispatching problem in the orchard area and establish its mathematical model with the objective of minimizing dispatching costs as a constraint. To tackle the problems of uneven individual position distribution and the risk of becoming stuck in local optimal solutions in the traditional DBO algorithm, we introduce Bernoulli mapping during the initialization phase of the DBO. This method ensures a uniform distribution of the initialized population. Furthermore, during the iterative process of the algorithm, we incorporated the Lévy flight approach into the positional update equations for beetles involved in breeding, foraging, and theft activities within the DBO. This helps the beetles escape from local optimal solutions. Finally, we conduct experiments based on location information of Shunping Shunnong Orchard and fruit trees in Shijiazhuang. The results indicate that, compared to dispatching using human experience and the traditional DBO algorithm, the dispatching results generated by the BL-DBO not only reduce the number of agricultural machinery purchases but also decrease the energy loss from non-working distances of the machinery, effectively saving fruit production costs. Full article
(This article belongs to the Section Precision and Digital Agriculture)
Show Figures

Figure 1

Figure 1
<p>Comparison of chaotic mapping for population initialization: (<b>a</b>) Logistic mapping; (<b>b</b>) Cubic mapping; (<b>c</b>) Bernoulli mapping (<b>d</b>) Singer mapping (<b>e</b>) Sine mapping; (<b>f</b>) Chebyshew mapping; (<b>g</b>) Circle mapping; (<b>h</b>) ICMIC mapping.</p>
Full article ">Figure 2
<p>Sphere function graph.</p>
Full article ">Figure 3
<p>Schwefel 2.22 function graph.</p>
Full article ">Figure 4
<p>Ackley function graph.</p>
Full article ">Figure 5
<p>Rastrigin function graph.</p>
Full article ">Figure 6
<p>Optimization process of the Sphere function.</p>
Full article ">Figure 7
<p>Optimization process of the Schwefel 2.22 function.</p>
Full article ">Figure 8
<p>Optimization process of the Ackley function.</p>
Full article ">Figure 9
<p>Optimization process of the Rastrigin function.</p>
Full article ">Figure 10
<p>Shunnong Fruit Modern Agricultural Park.</p>
Full article ">Figure 11
<p>Shijiazhuang Fruit Tree Research Institute.</p>
Full article ">Figure 12
<p>Operating sequence of agricultural machines in Shunping Shunnong Orchard: (<b>a</b>) human experience; (<b>b</b>) DBO; (<b>c</b>) BL-DBO.</p>
Full article ">Figure 13
<p>Sequence of agricultural machinery operations in the orchard of Shijiazhuang Fruit Tree Institute: (<b>a</b>) human experience; (<b>b</b>) DBO; (<b>c</b>) BL-DBO.</p>
Full article ">
16 pages, 494 KiB  
Article
An Upper Bound for Locating Strings with High Probability Within Consecutive Bits of Pi
by Víctor Manuel Silva-García, Manuel Alejandro Cardona-López and Rolando Flores-Carapia
Mathematics 2025, 13(2), 313; https://doi.org/10.3390/math13020313 - 19 Jan 2025
Viewed by 318
Abstract
Numerous studies on the number pi (π) explore its properties, including normality and applicability. This research, grounded in two hypotheses, proposes and proves a theorem that employs a Bernoulli experiment to demonstrate the high probability of encountering any finite bit string [...] Read more.
Numerous studies on the number pi (π) explore its properties, including normality and applicability. This research, grounded in two hypotheses, proposes and proves a theorem that employs a Bernoulli experiment to demonstrate the high probability of encountering any finite bit string within a sequence of consecutive bits in the decimal part of π. This aligns with findings related to its normality. To support the hypotheses, we present experimental evidence about the equiprobable and independent properties of bits of π, analyzing their distribution, and measuring correlations between bit strings. Additionally, from a cryptographic perspective, we evaluate the chaotic properties of two images generated using bits of π. These properties are evaluated similarly to those of encrypted images, using measures of correlation and entropy, along with two hypothesis tests to confirm the uniform distribution of bits and the absence of periodic patterns. Unlike previous works that solely examine the presence of sequences, this study provides, as a corollary, a formula to calculate an upper bound N. This bound represents the length of the sequence from π required to ensure the location of any n-bit string at least once, with an adjustable probability p that can be set arbitrarily close to one. To validate the formula, we identify sequences of up to n= 40 consecutive zeros and ones within the first N bits of π. This work has potential applications in Cryptography that use the number π for random sequence generation, offering insights into the number of bits of π required to ensure good randomness properties. Full article
Show Figures

Graphical abstract

Graphical abstract
Full article ">Figure 1
<p>Image of dimensions <math display="inline"><semantics> <mrow> <mn>512</mn> <mo>×</mo> <mn>512</mn> </mrow> </semantics></math> pixels, generated using 786,432 blocks of 8 bits randomly selected from the decimal part of <math display="inline"><semantics> <mi>π</mi> </semantics></math>. Each pixel comprises 24 bits (three blocks), representing the red, green, and blue color channels.</p>
Full article ">Figure 2
<p>Image of dimensions <math display="inline"><semantics> <mrow> <mn>1024</mn> <mo>×</mo> <mn>1024</mn> </mrow> </semantics></math> pixels, generated using 3,145,728 blocks of 8 bits randomly selected from the decimal part of <math display="inline"><semantics> <mi>π</mi> </semantics></math>. Each pixel comprises 24 bits (three blocks), representing the red, green, and blue color channels.</p>
Full article ">
11 pages, 271 KiB  
Article
On Qi’s Normalized Remainder of Maclaurin Power Series Expansion of Logarithm of Secant Function
by Hong-Chao Zhang, Bai-Ni Guo and Wei-Shih Du
Axioms 2024, 13(12), 860; https://doi.org/10.3390/axioms13120860 - 8 Dec 2024
Cited by 2 | Viewed by 594
Abstract
In the study, the authors introduce Qi’s normalized remainder of the Maclaurin power series expansion of the function lnsecx=lncosx; in view of a monotonicity rule for the ratio of two Maclaurin power series and by [...] Read more.
In the study, the authors introduce Qi’s normalized remainder of the Maclaurin power series expansion of the function lnsecx=lncosx; in view of a monotonicity rule for the ratio of two Maclaurin power series and by virtue of the logarithmic convexity of the function (2x1)ζ(x) on (1,), they prove the logarithmic convexity of Qi’s normalized remainder; with the aid of a monotonicity rule for the ratio of two Maclaurin power series, the authors present the monotonic property of the ratio between two Qi’s normalized remainders. Full article
27 pages, 71201 KiB  
Article
Enhanced Chaotic Pseudorandom Number Generation Using Multiple Bernoulli Maps with Field Programmable Gate Array Optimizations
by Leonardo Palacios-Luengas, Reyna Carolina Medina-Ramírez, Ricardo Marcelín-Jiménez, Enrique Rodriguez-Colina, Francisco R. Castillo-Soria and Rubén Vázquez-Medina
Information 2024, 15(11), 667; https://doi.org/10.3390/info15110667 - 23 Oct 2024
Viewed by 758
Abstract
Certain methods for implementing chaotic maps can lead to dynamic degradation of the generated number sequences. To solve such a problem, we develop a method for generating pseudorandom number sequences based on multiple one-dimensional chaotic maps. In particular, we introduce a Bernoulli chaotic [...] Read more.
Certain methods for implementing chaotic maps can lead to dynamic degradation of the generated number sequences. To solve such a problem, we develop a method for generating pseudorandom number sequences based on multiple one-dimensional chaotic maps. In particular, we introduce a Bernoulli chaotic map that utilizes function transformations and constraints on its control parameter, covering complementary regions of the phase space. This approach allows the generation of chaotic number sequences with a wide coverage of phase space, thereby increasing the uncertainty in the number sequence generation process. Moreover, by incorporating a scaling factor and a sine function, we develop a robust chaotic map, called the Sine-Multiple Modified Bernoulli Chaotic Map (SM-MBCM), which ensures a high degree of randomness, validated through statistical mechanics analysis tools. Using the SM-MBCM, we propose a chaotic PRNG (CPRNG) and evaluate its quality through correlation coefficient analysis, key sensitivity tests, statistical and entropy analysis, key space evaluation, linear complexity analysis, and performance tests. Furthermore, we present an FPGA-based implementation scheme that leverages equivalent MBCM variants to optimize the electronic implementation process. Finally, we compare the proposed system with existing designs in terms of throughput and key space. Full article
(This article belongs to the Section Information and Communications Technology)
Show Figures

Figure 1

Figure 1
<p>MBCM using different values of control parameter: (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>α</mi> <mo>=</mo> <mn>0.0</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>α</mi> <mo>=</mo> <mn>0.125</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>α</mi> <mo>=</mo> <mn>0.250</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>α</mi> <mo>=</mo> <mn>0.375</mn> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <mi>α</mi> <mo>=</mo> <mn>0.500</mn> </mrow> </semantics></math> and (<b>b</b>) bifurcation diagram of the MBCM.</p>
Full article ">Figure 2
<p>M-MBCM using different values of control parameter: (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>α</mi> <mo>=</mo> <mn>0.0</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>α</mi> <mo>=</mo> <mn>0.125</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>α</mi> <mo>=</mo> <mn>0.250</mn> </mrow> </semantics></math>, <math display="inline"><semantics> <mrow> <mi>α</mi> <mo>=</mo> <mn>0.375</mn> </mrow> </semantics></math>, and <math display="inline"><semantics> <mrow> <mi>α</mi> <mo>=</mo> <mn>0.500</mn> </mrow> </semantics></math> and (<b>b</b>) bifurcation diagram of M-MBCM.</p>
Full article ">Figure 3
<p>SM-MBCM using one value of control parameter: (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>α</mi> <mo>=</mo> <mn>0.125</mn> </mrow> </semantics></math> and (<b>b</b>) bifurcation diagram of SM-MBCM.</p>
Full article ">Figure 4
<p>Time series of an ensemble of 50 fixed points for the SM-MBCM. (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>0</mn> <mo>&lt;</mo> <mi>ξ</mi> <mo>&lt;</mo> <mn>0.25</mn> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mi>π</mi> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>0.25</mn> <mo>&lt;</mo> <mi>ξ</mi> <mo>&lt;</mo> <mn>0.50</mn> </mrow> </semantics></math>; (<b>c</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mn>5</mn> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>0.50</mn> <mo>&lt;</mo> <mi>ξ</mi> <mo>≤</mo> <mn>0.75</mn> </mrow> </semantics></math>; (<b>d</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mn>10</mn> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>0.75</mn> <mo>&lt;</mo> <mi>ξ</mi> <mo>≤</mo> <mn>1.0</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 5
<p>Trajectory diagram illustrates the convergence of values to discontinuous fixed points over 300 iterations. The following initial conditions were used: (<b>a</b>) <math display="inline"><semantics> <msup> <mi>x</mi> <mo>∗</mo> </msup> </semantics></math> = 0.1 and <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <msup> <mi>x</mi> <mo>∗</mo> </msup> </semantics></math> = 0.25 and <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mi>π</mi> </mrow> </semantics></math>; (<b>c</b>) <math display="inline"><semantics> <msup> <mi>x</mi> <mo>∗</mo> </msup> </semantics></math> = 0.75 and <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mn>5</mn> </mrow> </semantics></math>; and (<b>d</b>) <math display="inline"><semantics> <msup> <mi>x</mi> <mo>∗</mo> </msup> </semantics></math> = 0.99 and <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mn>10</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 6
<p>Time series of an ensemble with 50 fixed points: (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <msup> <mn>10</mn> <mn>10</mn> </msup> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>ξ</mi> <mo>≤</mo> <mn>0.25</mn> </mrow> </semantics></math>; (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <msup> <mn>10</mn> <mn>10</mn> </msup> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>0.25</mn> <mo>&lt;</mo> <mi>ξ</mi> <mo>≤</mo> <mn>0.50</mn> </mrow> </semantics></math>; (<b>c</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <msup> <mn>10</mn> <mn>10</mn> </msup> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>0.50</mn> <mo>&lt;</mo> <mi>ξ</mi> <mo>≤</mo> <mn>0.75</mn> </mrow> </semantics></math>; and (<b>d</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <msup> <mn>10</mn> <mn>10</mn> </msup> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mn>0.75</mn> <mo>&lt;</mo> <mi>ξ</mi> <mo>≤</mo> <mn>1.0</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 7
<p>Trajectory diagram illustrates the significant chaos level emerging after 300 iterations: (<b>a</b>) <math display="inline"><semantics> <msup> <mi>x</mi> <mo>∗</mo> </msup> </semantics></math> = 0. 1, (<b>b</b>) <math display="inline"><semantics> <msup> <mi>x</mi> <mo>∗</mo> </msup> </semantics></math> = 0.25, (<b>c</b>) <math display="inline"><semantics> <msup> <mi>x</mi> <mo>∗</mo> </msup> </semantics></math> = 0.75, and (<b>d</b>) <math display="inline"><semantics> <msup> <mi>x</mi> <mo>∗</mo> </msup> </semantics></math> = 0.99. In all cases, <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <msup> <mn>10</mn> <mn>10</mn> </msup> </mrow> </semantics></math>.</p>
Full article ">Figure 8
<p>Lyapunov exponent of SM-MBCM for the combination of <math display="inline"><semantics> <mi>α</mi> </semantics></math> and <math display="inline"><semantics> <mi>ξ</mi> </semantics></math> using different values of (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mi>π</mi> </mrow> </semantics></math>, (<b>c</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mn>10</mn> </mrow> </semantics></math>, and (<b>d</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <msup> <mn>10</mn> <mn>10</mn> </msup> </mrow> </semantics></math>.</p>
Full article ">Figure 9
<p>Schematic of the VHDL implementation of the STM and MBCM, including floating-point division, multiplication, and subtraction modules.</p>
Full article ">Figure 10
<p>Schematic of the VHDL implementation of the angle reducer and sine function, including the floating-point to fixed-point conversion.</p>
Full article ">Figure 11
<p>Schematic of the VHDL implementation for the modular operation, designed to produce a 32-bit output.</p>
Full article ">Figure 12
<p>Time series of pseudorandom sequences considering different values of the scaling factor: (<b>a</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mn>1</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mi>π</mi> </mrow> </semantics></math>, (<b>c</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <mn>10</mn> </mrow> </semantics></math>, and (<b>d</b>) <math display="inline"><semantics> <mrow> <mi>A</mi> <mo>=</mo> <msup> <mn>10</mn> <mn>10</mn> </msup> </mrow> </semantics></math>.</p>
Full article ">Figure 13
<p>Statistical distribution for the different correlation coefficients.</p>
Full article ">Figure 14
<p>Statistical distribution of sensitivity metrics estimated from 1000 pseudorandom number sequences, considering that the CPRNG keys are in close proximity to each other.</p>
Full article ">Figure 15
<p>Statistical distribution of sensitivity metrics estimated from 1000 pseudorandom number sequences, considering that the CPRNG keys are in close proximity to each other.</p>
Full article ">Figure 16
<p>Statistical distribution of sensitivity metrics estimated from 1000 pseudorandom number sequences, with CPRNG keys in close proximity to one another.</p>
Full article ">Figure 17
<p>Information entropy calculated for 1000 number sequences, each consisting of 125,000 8-bit values.</p>
Full article ">Figure 18
<p>Linear complexity for 1000 sequences of pseudorandom numbers considering (<b>a</b>) 100,000 bits; (<b>b</b>) zoom of <b>a</b> considering sequences from 80,000 to 80,050 bits.</p>
Full article ">
18 pages, 2175 KiB  
Article
Assessment of Vertical Dynamic Responses in a Cracked Bridge under a Pedestrian-Induced Load
by Bin Zhen, Sifan Lu, Lijun Ouyang and Weixin Yuan
Buildings 2024, 14(9), 2997; https://doi.org/10.3390/buildings14092997 - 21 Sep 2024
Viewed by 525
Abstract
Cracks, common indicators of deterioration in bridge frameworks, frequently stem from wear and rust, leading to increased local flexibility and changes in the structure’s dynamic behavior. This study examines how these cracks affect the dynamics of footbridges when subjected to loads generated by [...] Read more.
Cracks, common indicators of deterioration in bridge frameworks, frequently stem from wear and rust, leading to increased local flexibility and changes in the structure’s dynamic behavior. This study examines how these cracks affect the dynamics of footbridges when subjected to loads generated by walking individuals. The pedestrian is modeled as a linear oscillator, while the cracked bridge is represented by a simply supported beam following Euler–Bernoulli’s theory. The use of the Dirac delta function allows for the precise representation of the localized stiffness reduction at the crack location, facilitating the calculation of analytical expressions for the beam’s vibration modes. The research suggests that the presence of cracks minimally affects the bridge’s mid-span displacement. However, with a limited depth of cracks, the appearance of cracks notably amplifies the mid-span acceleration amplitude of the bridge, leading to a pronounced concentration of energy at the third natural frequency of the bridge in the acceleration spectrum. As the depth and number of cracks increase, the acceleration amplitude continues to decrease, but the corresponding spectrum remains almost unchanged. The study’s outcomes enhance the comprehension of how cracks affect the performance of bridge structures when subjected to loads from pedestrians, offering insights for the monitoring and evaluation of the condition of cracked footbridges. Full article
(This article belongs to the Section Building Structures)
Show Figures

Figure 1

Figure 1
<p>The pedestrian–cracked bridge interaction system.</p>
Full article ">Figure 2
<p>An evaluation of the displacement outcomes from the approach used in this study versus those reported in reference [<a href="#B27-buildings-14-02997" class="html-bibr">27</a>] (<b>a</b>) at a velocity of 10 m/s, (<b>b</b>) at a velocity of 20 m/s.</p>
Full article ">Figure 3
<p>The mid−span displacement and acceleration responses of the intact bridge at various pedestrian speeds. (<b>a</b>) The time−history curves; (<b>b</b>) The Fourier amplitude spectra.</p>
Full article ">Figure 3 Cont.
<p>The mid−span displacement and acceleration responses of the intact bridge at various pedestrian speeds. (<b>a</b>) The time−history curves; (<b>b</b>) The Fourier amplitude spectra.</p>
Full article ">Figure 4
<p>The impact of a single crack with a depth ratio of 0.05 located at <math display="inline"><semantics> <mrow> <mn>1</mn> <mo>/</mo> <mn>4</mn> </mrow> </semantics></math> of the span on (<b>a</b>) the mid−span displacement and acceleration time−history curves and (<b>b</b>) Fourier amplitude spectra of the bridge under different pedestrian speeds.</p>
Full article ">Figure 5
<p>The impact of a single crack with a depth ratio of 0.1 located at <math display="inline"><semantics> <mrow> <mn>1</mn> <mo>/</mo> <mn>4</mn> </mrow> </semantics></math> of the span on (<b>a</b>) the mid−span displacement and acceleration time−history curves and (<b>b</b>) Fourier amplitude spectra of the bridge under different pedestrian speeds.</p>
Full article ">Figure 6
<p>The impact of a single crack with a depth ratio of 0.05 located at <math display="inline"><semantics> <mrow> <mn>1</mn> <mo>/</mo> <mn>2</mn> </mrow> </semantics></math> of the span on (<b>a</b>) the mid−span displacement and acceleration time−history curves and (<b>b</b>) Fourier amplitude spectra of the bridge under different pedestrian speeds.</p>
Full article ">Figure 7
<p>The impact of a single crack with a depth ratio of 0.1 located at <math display="inline"><semantics> <mrow> <mn>1</mn> <mo>/</mo> <mn>2</mn> </mrow> </semantics></math> of the span on (<b>a</b>) the mid−span displacement and acceleration time−history curves and (<b>b</b>) Fourier amplitude spectra of the bridge under different pedestrian speeds.</p>
Full article ">Figure 8
<p>The impact of three cracks with a depth ratio of 0.05, located at the 1/4 span, 1/2 span, and 3/4 span, on (<b>a</b>) the mid−span displacement and acceleration time−history curves and (<b>b</b>) Fourier amplitude spectra of the bridge under different pedestrian speeds.</p>
Full article ">Figure 9
<p>The impact of three cracks with a depth ratio of 0.1, located at the 1/4 span, 1/2 span, and 3/4 span, on (<b>a</b>) the mid−span displacement and acceleration time−history curves and (<b>b</b>) Fourier amplitude spectra of the bridge under different pedestrian speeds.</p>
Full article ">Figure 10
<p>The impact of five cracks with a depth ratio of 0.05, located at the 1/6 span, 1/3 span, 1/2 span, 2/3 span, and 5/6 span on (<b>a</b>) the mid−span displacement and acceleration time−history curves and (<b>b</b>) Fourier amplitude spectra of the bridge under different pedestrian speeds.</p>
Full article ">Figure 11
<p>The impact of five cracks with a depth ratio of 0.1, located at the 1/6 span, 1/3 span, 1/2 span, 2/3 span, and 5/6 span on (<b>a</b>) the mid−span displacement and acceleration time−history curves and (<b>b</b>) Fourier amplitude spectra of the bridge under different pedestrian speeds.</p>
Full article ">
13 pages, 282 KiB  
Article
The Formulae and Symmetry Property of Bernstein Type Polynomials Related to Special Numbers and Functions
by Ayse Yilmaz Ceylan and Buket Simsek
Symmetry 2024, 16(9), 1159; https://doi.org/10.3390/sym16091159 - 5 Sep 2024
Viewed by 644
Abstract
The aim of this paper is to derive formulae for the generating functions of the Bernstein type polynomials. We give a PDE equation for this generating function. By using this equation, we give recurrence relations for the Bernstein polynomials. Using generating functions, we [...] Read more.
The aim of this paper is to derive formulae for the generating functions of the Bernstein type polynomials. We give a PDE equation for this generating function. By using this equation, we give recurrence relations for the Bernstein polynomials. Using generating functions, we also derive some identities including a symmetry property for the Bernstein type polynomials. We give some relations among the Bernstein type polynomials, Bernoulli numbers, Stirling numbers, Dahee numbers, the Legendre polynomials, and the coefficients of the classical superoscillatory function associated with the weak measurements. We introduce some integral formulae for these polynomials. By using these integral formulae, we derive some new combinatorial sums involving the Bernoulli numbers and the combinatorial numbers. Moreover, we define Bezier type curves in terms of these polynomials. Full article
(This article belongs to the Section Mathematics)
Show Figures

Figure 1

Figure 1
<p>Depiction of the Bernstein type polynomials in the cases when <math display="inline"><semantics> <mrow> <mi>n</mi> <mo>∈</mo> <mo>{</mo> <mn>0</mn> <mo>,</mo> <mn>1</mn> <mo>,</mo> <mn>2</mn> <mo>,</mo> <mn>3</mn> <mo>}</mo> </mrow> </semantics></math> and <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>∈</mo> <mo>{</mo> <mn>0</mn> <mo>,</mo> <mn>1</mn> <mo>,</mo> <mn>2</mn> <mo>,</mo> <mn>3</mn> <mo>}</mo> </mrow> </semantics></math>.</p>
Full article ">
24 pages, 5059 KiB  
Article
A Fast Numerical Approach for Investigating Adhesion Strength in Fibrillar Structures: Impact of Buckling and Roughness
by Turgay Eray
Lubricants 2024, 12(8), 294; https://doi.org/10.3390/lubricants12080294 - 19 Aug 2024
Viewed by 836
Abstract
This study presents a numerical investigation into the adhesion strength of micro fibrillar structures, incorporating statistical analysis and the effects of excessive pre–load leading to fibril buckling. Fibrils are modeled as soft cylinders using the Euler–Bernoulli beam theory, with buckling conditions described across [...] Read more.
This study presents a numerical investigation into the adhesion strength of micro fibrillar structures, incorporating statistical analysis and the effects of excessive pre–load leading to fibril buckling. Fibrils are modeled as soft cylinders using the Euler–Bernoulli beam theory, with buckling conditions described across three distinct states, each affecting the adhesive properties of the fibrils. Iterative simulations analyze how adhesion strength varies with pre–load, roughness, number of fibrils, and the work of adhesion. Roughness is modeled both in fibril heights and in the texture of a rigid counter surface, following a normal distribution with a single variance parameter. Results indicate that roughness and pre–load significantly influence adhesion strength, with excessive pre–load causing substantial buckling and a dramatic reduction in adhesion. This study also finds that adhesion strength decreases exponentially with increasing roughness, in line with theoretical expectations. The findings highlight the importance of buckling and roughness parameters in determining adhesion strength. This study offers valuable insights into the complex adhesive interactions of fibrillar structures, offering a scalable solution for rapid assessment of adhesion in various rough surface and loading scenarios. Full article
Show Figures

Figure 1

Figure 1
<p>The interested problem: (<b>a</b>) A rigid surface attempting to make contact with an elastic fibril array. (<b>b</b>) After the rigid surface indents the fibril array, a static contact occurs. Depending on the pre–load and the roughness of the elastic fibril array (variation in their height) or the roughness of the rigid surface, some fibrils establish contact, some fibrils become buckled, and the remaining fibrils have no contact at all.</p>
Full article ">Figure 2
<p>Representative results in the numerical calculation of loading phase, where <span class="html-italic">n</span> is 10, <math display="inline"><semantics> <msub> <mi>H</mi> <mi>f</mi> </msub> </semantics></math> is 600 <math display="inline"><semantics> <mi mathvariant="sans-serif">μ</mi> </semantics></math>m, <span class="html-italic">R</span> is 100 <math display="inline"><semantics> <mi mathvariant="sans-serif">μ</mi> </semantics></math>m, <math display="inline"><semantics> <mi>σ</mi> </semantics></math> is 100, <math display="inline"><semantics> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> </semantics></math> is 2.5. (<b>a</b>) Initial Contact Configuration: Initially, there is a gap between the rough fibril array and the rough counter surface, and the fibril array remains undeformed with no contact established. (<b>b</b>) Partial Contact Initiation: As the counter surface begins its compressive motion, partial contact is established between an asperity on the counter surface and some of the fibrils in the array. (<b>c</b>) Increasing Contact Area: With continued compressive motion of the counter surface, nearly all fibrils come into full contact with the surface. However, some fibrils, like the sixth, seventh and eighth fibril, may still not have made contact at this stage. (<b>d</b>) Contact with Higher pre–load: With a higher pre–load factor, either all fibrils make contact with the counter surface or some do not make contact. In this example, two fibrils do not make contact with the counter surface. The simulation concludes once the total pre–load condition is met, ensuring a comprehensive assessment of the fibril array’s adhesion behavior under varying pre–load conditions. The red arrow indicates the direction of the counter surface’s motion. <b>RRCS</b> stands for Rough Rigid Counter Surface, and <b>RFA</b> denotes Rough Fibril Array. Note that the radius of the fibrils is not scaled in the illustrations, and the buckled condition of the fibrils is not depicted in these figures.</p>
Full article ">Figure 3
<p>Representative results in the numerical calculation of unloading phase, where <span class="html-italic">n</span> is 10, <math display="inline"><semantics> <msub> <mi>H</mi> <mi>f</mi> </msub> </semantics></math> is 600 <math display="inline"><semantics> <mi mathvariant="sans-serif">μ</mi> </semantics></math>m, <span class="html-italic">R</span> is 100 <math display="inline"><semantics> <mi mathvariant="sans-serif">μ</mi> </semantics></math>m, <math display="inline"><semantics> <mi>σ</mi> </semantics></math> is 100, <math display="inline"><semantics> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> </semantics></math> is 2.5. (<b>a</b>) Final Contact Configuration: At the final stage, the rough fibril array and the counter surface achieve contact depending on the applied pre–load factor. (<b>b</b>) Partial Contact Configuration: As the counter surface begins to move in the opposite direction to compression, some fibrils start to lose contact with the asperities of the counter surface. (<b>c</b>) Loss of Contact: With further movement of the counter surface in the opposite direction, most fibrils begin to lose contact. However, certain fibrils, such as the ninth fibril, may still remain in contact, depending on the motion of the counter surface and individual adhesion forces. (<b>d</b>) Complete Loss of Contact: Depending on the adhesion forces and the loads on each fibril, contact is eventually lost entirely. This procedure captures the dynamic process of contact release between the fibril array and the counter surface during the unloading phase. The red arrow indicates the direction of the counter surface’s motion. <b>RRCS</b> stands for Rough Rigid Counter Surface, and <b>RFA</b> denotes Rough Fibril Array. Note that the radius of the fibrils is not scaled in the illustrations, and the buckled condition of the fibrils is not depicted in these figures.</p>
Full article ">Figure 4
<p>The representative results include (<b>a</b>) Normalized force (pre–load and adhesion) and normalized displacement of the counter surface for a smooth fibril array in contact with a rigid, smooth surface, where the blue and black lines represent the adhesion strength below the critical pre–load, the green and yellow lines illustrate the adhesion strength when the pre–load exceeds the critical threshold, (<b>b</b>) Normalized force (pre–load and adhesion) and normalized displacement of the counter surface for a rough fibril array in contact with a rigid, rough surface, (<b>c</b>) The percentage of fibrils in contact and buckled fibrils during the loading phase for a smooth fibril array in contact with a rigid, smooth surface, and (<b>d</b>) The percentage of fibrils in contact and buckled fibrils during the loading phase for a rough fibril array in contact with a rigid, rough surface. The indicated values correspond to the pre–load and maximum adhesion force.</p>
Full article ">Figure 5
<p>The results of normalized adhesion with different variances (<math display="inline"><semantics> <mi>σ</mi> </semantics></math>) are shown in the following conditions (<b>a</b>) Low pre–load condition (<math display="inline"><semantics> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> </semantics></math> is less than 1.00), and (<b>b</b>) High pre–load condition (<math display="inline"><semantics> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> </semantics></math>) is greater than 1.00.</p>
Full article ">Figure 6
<p>The results of normalized fibrils in contact with different variances (<math display="inline"><semantics> <mi>σ</mi> </semantics></math>) are shown in the following conditions (<b>a</b>) Low pre–load condition (<math display="inline"><semantics> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> </semantics></math> is less than 1.00), and (<b>b</b>) High pre–load condition (<math display="inline"><semantics> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> </semantics></math>) is greater than 1.00.</p>
Full article ">Figure 7
<p>The correlation between the normalized adhesion and the normalized fibrils in contact is shown under the following conditions: (<b>a</b>) Low pre–load condition (<math display="inline"><semantics> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> </semantics></math> is less than 1.00), and (<b>b</b>) High pre–load condition (<math display="inline"><semantics> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> </semantics></math>) is greater than 1.00.</p>
Full article ">Figure 8
<p>The normalized buckled fibrils with different variances (<math display="inline"><semantics> <mi>σ</mi> </semantics></math>).</p>
Full article ">Figure 9
<p>The correlation between the normalized adhesion and the normalized buckled fibrils in different pre–load conditions.</p>
Full article ">Figure 10
<p>The effect of number on the adhesive strength of fibrils under varying pre–load conditions (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>0.50</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>1.00</mn> </mrow> </semantics></math>, (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>1.50</mn> </mrow> </semantics></math>, (<b>d</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>5.00</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 11
<p>The effect of work of adhesion on the adhesive strength of fibrils under varying pre–load conditions (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>0.50</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> </mrow> </semantics></math>, (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>1.50</mn> </mrow> </semantics></math>, (<b>d</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>5.00</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 12
<p>Normalized adhesive strength of a rough fibril array in contact with both a smooth rigid surface and a rough rigid surface, where both surfaces have the same roughness variance, <math display="inline"><semantics> <mi>σ</mi> </semantics></math>. The data is shown under varying pre–load conditions: (<b>a</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>0.50</mn> </mrow> </semantics></math>, (<b>b</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>1.0</mn> </mrow> </semantics></math>, (<b>c</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>1.50</mn> </mrow> </semantics></math>, (<b>d</b>) <math display="inline"><semantics> <mrow> <msub> <mi>P</mi> <mrow> <mi>c</mi> <mi>o</mi> <mi>e</mi> <mi>f</mi> <mi>f</mi> </mrow> </msub> <mo>=</mo> <mn>5.00</mn> </mrow> </semantics></math>. <b>SRS</b> indicates a smooth rigid surface, while <b>RRS</b> refers to a rough rigid surface. <b>RFA</b> denotes rough fibril array.</p>
Full article ">Figure 13
<p>Effect of pre–load on the adhesion strength normalized to the adhesion obtained at the lowest pre–load.</p>
Full article ">
15 pages, 300 KiB  
Article
Some Properties on Normalized Tails of Maclaurin Power Series Expansion of Exponential Function
by Zhi-Hua Bao, Ravi Prakash Agarwal, Feng Qi and Wei-Shih Du
Symmetry 2024, 16(8), 989; https://doi.org/10.3390/sym16080989 - 5 Aug 2024
Cited by 6 | Viewed by 1419
Abstract
In the paper, (1) in view of a general formula for any derivative of the quotient of two differentiable functions, (2) with the aid of a monotonicity rule for the quotient of two power series, (3) in light of the logarithmic convexity of [...] Read more.
In the paper, (1) in view of a general formula for any derivative of the quotient of two differentiable functions, (2) with the aid of a monotonicity rule for the quotient of two power series, (3) in light of the logarithmic convexity of an elementary function involving the exponential function, (4) with the help of an integral representation for the tail of the power series expansion of the exponential function, and (5) on account of Čebyšev’s integral inequality, the authors (i) expand the logarithm of the normalized tail of the power series expansion of the exponential function into a power series whose coefficients are expressed in terms of specific Hessenberg determinants whose elements are quotients of combinatorial numbers, (ii) prove the logarithmic convexity of the normalized tail of the power series expansion of the exponential function, (iii) derive a new determinantal expression of the Bernoulli numbers, deduce a determinantal expression for Howard’s numbers, (iv) confirm the increasing monotonicity of a function related to the logarithm of the normalized tail of the power series expansion of the exponential function, (v) present an inequality among three power series whose coefficients are reciprocals of combinatorial numbers, and (vi) generalize the logarithmic convexity of an extensively applied function involving the exponential function. Full article
12 pages, 275 KiB  
Article
Symmetric Identities Involving the Extended Degenerate Central Fubini Polynomials Arising from the Fermionic p-Adic Integral on p
by Maryam Salem Alatawi, Waseem Ahmad Khan and Ugur Duran
Axioms 2024, 13(7), 421; https://doi.org/10.3390/axioms13070421 - 22 Jun 2024
Viewed by 719
Abstract
Since the constructions of p-adic q-integrals, these integrals as well as particular cases have been used not only as integral representations of many special functions, polynomials, and numbers, but they also allow for deep examinations of many families of special numbers [...] Read more.
Since the constructions of p-adic q-integrals, these integrals as well as particular cases have been used not only as integral representations of many special functions, polynomials, and numbers, but they also allow for deep examinations of many families of special numbers and polynomials, such as central Fubini, Bernoulli, central Bell, and Changhee numbers and polynomials. One of the key applications of these integrals is for obtaining the symmetric identities of certain special polynomials. In this study, we focus on a novel generalization of degenerate central Fubini polynomials. First, we introduce two variable degenerate w-torsion central Fubini polynomials by means of their exponential generating function. Then, we provide a fermionic p-adic integral representation of these polynomials. Through this representation, we investigate several symmetric identities for these polynomials using special p-adic integral techniques. Also, using series manipulation methods, we obtain an identity of symmetry for the two variable degenerate w-torsion central Fubini polynomials. Finally, we provide a representation of the degenerate differential operator on the two variable degenerate w-torsion central Fubini polynomials related to the degenerate central factorial polynomials of the second kind. Full article
(This article belongs to the Special Issue Advanced Approximation Techniques and Their Applications, 2nd Edition)
19 pages, 5733 KiB  
Article
A Numerical Analysis of the Non-Uniform Layered Ground Vibration Caused by a Moving Railway Load Using an Efficient Frequency–Wave-Number Method
by Shaofeng Yao, Wei Xie, Jianlong Geng, Xiaolu Xu and Sen Zheng
Mathematics 2024, 12(11), 1750; https://doi.org/10.3390/math12111750 - 4 Jun 2024
Cited by 1 | Viewed by 1057
Abstract
The ground vibration caused by the operation of high-speed trains has become a key challenge in the development of high-speed railways. In order to study the train-induced ground vibration affected by geotechnical heterogeneity, an efficient frequency–wave-number method coupled with the random variable theory [...] Read more.
The ground vibration caused by the operation of high-speed trains has become a key challenge in the development of high-speed railways. In order to study the train-induced ground vibration affected by geotechnical heterogeneity, an efficient frequency–wave-number method coupled with the random variable theory model is proposed to quickly obtain the numerical results without losing accuracy. The track is regarded as a composite Euler–Bernoulli beam resting on the layered ground, and the spatial heterogeneity of the ground soil is considered. The ground dynamic characteristics of an elastic, layered, non-uniform foundation are investigated, and numerical results at three typical train speeds are reported based on the developed Fortran computer programs. The results show that as the soil homogeneity coefficient increases, the peak acceleration continuously decreases in the transonic case, while it gradually increases in the supersonic case, and the ground acceleration spectrum at a far distance obviously decreases; the maximum acceleration occurs at the track edge, and a local rebound in vibration attenuation occurs in the supersonic case. Full article
(This article belongs to the Special Issue Numerical Modeling and Simulation in Geomechanics)
Show Figures

Figure 1

Figure 1
<p>The finite element discretization of the foundation section under a vertical point force.</p>
Full article ">Figure 2
<p>Verification of the proposed frequency–wave-number method for an elastic medium.</p>
Full article ">Figure 3
<p>The attenuation and decay rate of the normalized ground displacement amplitude with distance in the <span class="html-italic">x</span>- and <span class="html-italic">z</span>-directions (U<sub>gt</sub> = amplitude displacement at track center).</p>
Full article ">Figure 4
<p>The effect of the soil parameters and velocity on the normalized acceleration attenuation.</p>
Full article ">Figure 4 Cont.
<p>The effect of the soil parameters and velocity on the normalized acceleration attenuation.</p>
Full article ">Figure 5
<p>Sensitivity analysis of the parameters to the normalized vibration amplitude.</p>
Full article ">Figure 6
<p>The influence of the shape parameter <span class="html-italic">m</span> on the Weibull probability density function.</p>
Full article ">Figure 7
<p>The normalized displacement results as the non-uniform soil model degenerates into a uniform one compared with the uniform soil [<a href="#B8-mathematics-12-01750" class="html-bibr">8</a>].</p>
Full article ">Figure 8
<p>A schematic diagram showing the interaction mechanism between the Euler track and non-uniform soil layers under the moving HST load.</p>
Full article ">Figure 9
<p>Ground surface acceleration 8 m away from the moving HST load center in the subsonic case of 60 m/s.</p>
Full article ">Figure 10
<p>Ground surface acceleration 8 m away from the moving HST load center in the transonic case of 94.5 m/s.</p>
Full article ">Figure 11
<p>Ground surface acceleration 8 m away from the moving HST load center in the supersonic case of 130 m/s.</p>
Full article ">Figure 12
<p>Ground surface acceleration 28 m away from the moving HST load center in the subsonic case of 60 m/s.</p>
Full article ">Figure 13
<p>Ground surface acceleration 28 m away from the moving HST load center in the transonic case of 94.5 m/s.</p>
Full article ">Figure 14
<p>Ground surface acceleration 28 m away from the moving HST load center in the supersonic case of 130 m/s.</p>
Full article ">Figure 15
<p>Ground acceleration amplitude at 0 m, 8 m, and 28 m at different β and speeds.</p>
Full article ">Figure 16
<p>Ground acceleration spectra at 0 m, 8 m, and 28 m at different β and train speeds: (<b>a</b>) 60 m/s; (<b>b</b>) 94.5 m/s; (<b>c</b>) 130 m/s.</p>
Full article ">Figure 17
<p>Amplitude attenuation of ground vibrations at different train speeds with constant β: (<b>a</b>) velocity; (<b>b</b>) displacement; (<b>c</b>) acceleration.</p>
Full article ">Figure 18
<p>Attenuation of acceleration level at different train speeds and β.</p>
Full article ">
11 pages, 264 KiB  
Article
Several Symmetric Identities of the Generalized Degenerate Fubini Polynomials by the Fermionic p-Adic Integral on Zp
by Maryam Salem Alatawi, Waseem Ahmad Khan and Ugur Duran
Symmetry 2024, 16(6), 686; https://doi.org/10.3390/sym16060686 - 3 Jun 2024
Viewed by 517
Abstract
After constructions of p-adic q-integrals, in recent years, these integrals with some of their special cases have not only been utilized as integral representations of many special numbers, polynomials, and functions but have also given the chance for deep analysis of [...] Read more.
After constructions of p-adic q-integrals, in recent years, these integrals with some of their special cases have not only been utilized as integral representations of many special numbers, polynomials, and functions but have also given the chance for deep analysis of many families of special polynomials and numbers, such as Bernoulli, Fubini, Bell, and Changhee polynomials and numbers. One of the main applications of these integrals is to obtain symmetric identities for the special polynomials. In this study, we focus on a novel extension of the degenerate Fubini polynomials and on obtaining some symmetric identities for them. First, we introduce the two-variable degenerate w-torsion Fubini polynomials by means of their exponential generating function. Then, we provide a fermionic p-adic integral representation of these polynomials. By this representation, we derive some new symmetric identities for these polynomials, using some special p-adic integral techniques. Lastly, by using some series manipulation techniques, we obtain more identities of symmetry for the two variable degenerate w-torsion Fubini polynomials. Full article
21 pages, 826 KiB  
Article
On Certain Properties of Parametric Kinds of Apostol-Type Frobenius–Euler–Fibonacci Polynomials
by Hao Guan, Waseem Ahmad Khan, Can Kızılateş and Cheon Seoung Ryoo
Axioms 2024, 13(6), 348; https://doi.org/10.3390/axioms13060348 - 24 May 2024
Viewed by 729
Abstract
This paper presents an overview of cosine and sine Apostol-type Frobenius–Euler–Fibonacci polynomials, as well as several identities that are associated with these polynomials. By applying a partial derivative operator to the generating functions, the authors obtain derivative formulae and finite combinatorial sums involving [...] Read more.
This paper presents an overview of cosine and sine Apostol-type Frobenius–Euler–Fibonacci polynomials, as well as several identities that are associated with these polynomials. By applying a partial derivative operator to the generating functions, the authors obtain derivative formulae and finite combinatorial sums involving these polynomials and numbers. Additionally, the paper establishes connections between cosine and sine Apostol-type Frobenius–Euler–Fibonacci polynomials of order α and several other polynomial sequences, such as the Apostol-type Bernoulli–Fibonacci polynomials, the Apostol-type Euler–Fibonacci polynomials, the Apostol-type Genocchi–Fibonacci polynomials, and the Stirling–Fibonacci numbers of the second kind. The authors also provide computational formulae and graphical representations of these polynomials using the Mathematica program. Full article
(This article belongs to the Special Issue Fractional and Stochastic Differential Equations in Mathematics)
Show Figures

Figure 1

Figure 1
<p>Zeros of <math display="inline"><semantics> <mrow> <msubsup> <mi mathvariant="double-struck">H</mi> <mrow> <mi>w</mi> <mo>,</mo> <mi>F</mi> </mrow> <mrow> <mo>(</mo> <mi>α</mi> <mo>,</mo> <mi>c</mi> <mo>)</mo> </mrow> </msubsup> <mrow> <mo>(</mo> <mi>ξ</mi> <mo>,</mo> <mi>ν</mi> <mo>;</mo> <mi>u</mi> <mo>;</mo> <mi>λ</mi> <mo>)</mo> </mrow> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 2
<p>Real zeros of <math display="inline"><semantics> <mrow> <msubsup> <mi mathvariant="double-struck">H</mi> <mrow> <mi>w</mi> <mo>,</mo> <mi>F</mi> </mrow> <mrow> <mo>(</mo> <mi>α</mi> <mo>,</mo> <mi>c</mi> <mo>)</mo> </mrow> </msubsup> <mrow> <mo>(</mo> <mi>ξ</mi> <mo>,</mo> <mi>ν</mi> <mo>;</mo> <mi>u</mi> <mo>;</mo> <mi>λ</mi> <mo>)</mo> </mrow> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 3
<p>Zeros of <math display="inline"><semantics> <mrow> <msubsup> <mi mathvariant="double-struck">H</mi> <mrow> <mi>w</mi> <mo>,</mo> <mi>F</mi> </mrow> <mrow> <mo>(</mo> <mi>α</mi> <mo>,</mo> <mi>s</mi> <mo>)</mo> </mrow> </msubsup> <mrow> <mo>(</mo> <mi>ξ</mi> <mo>,</mo> <mi>ν</mi> <mo>;</mo> <mi>u</mi> <mo>;</mo> <mi>λ</mi> <mo>)</mo> </mrow> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 4
<p>Zeros of <math display="inline"><semantics> <mrow> <msubsup> <mi mathvariant="double-struck">H</mi> <mrow> <mi>w</mi> <mo>,</mo> <mi>F</mi> </mrow> <mrow> <mo>(</mo> <mi>α</mi> <mo>,</mo> <mi>s</mi> <mo>)</mo> </mrow> </msubsup> <mrow> <mo>(</mo> <mi>ξ</mi> <mo>,</mo> <mi>ν</mi> <mo>;</mo> <mi>u</mi> <mo>;</mo> <mi>λ</mi> <mo>)</mo> </mrow> <mo>=</mo> <mn>0</mn> </mrow> </semantics></math>.</p>
Full article ">
16 pages, 4064 KiB  
Article
A GM-JMNS-CPHD Filter for Different-Fields-of-View Stochastic Outlier Selection for Nonlinear Motion Tracking
by Liu Wang, Jian Zhao, Lijuan Shi, Yuan Liu and Jing Zhang
Sensors 2024, 24(10), 3176; https://doi.org/10.3390/s24103176 - 16 May 2024
Viewed by 938
Abstract
Most multi-target movements are nonlinear in the process of movement. The common multi-target tracking filtering methods directly act on the multi-target tracking system of nonlinear targets, and the fusion effect is worse under the influence of different perspectives. Aiming to determine the influence [...] Read more.
Most multi-target movements are nonlinear in the process of movement. The common multi-target tracking filtering methods directly act on the multi-target tracking system of nonlinear targets, and the fusion effect is worse under the influence of different perspectives. Aiming to determine the influence of different perspectives on the fusion accuracy of multi-sensor tracking in the process of target tracking, this paper studies the multi-target tracking fusion strategy of a nonlinear system with different perspectives. A GM-JMNS-CPHD fusion technique is introduced for random outlier selection in multi-target tracking, leveraging sensors with limited views. By employing boundary segmentation from distinct perspectives, the posterior intensity function undergoes decomposition into multiple sub-intensities through SOS clustering. The distribution of target numbers within the respective regions is then characterized by the multi-Bernoulli reconstruction cardinal distribution. Simulation outcomes demonstrate the robustness and efficacy of this approach. In comparison to other algorithms, this method exhibits enhanced robustness even amidst a decreased detection probability and heightened clutter rates. Full article
(This article belongs to the Section Physical Sensors)
Show Figures

Figure 1

Figure 1
<p>Generation time of moving object in nonlinear motion model.</p>
Full article ">Figure 2
<p>Influence of sensors with different detection diameters on multi-target tracking in nonlinear systems.</p>
Full article ">Figure 3
<p>Influence of sensors with different detection angles on multi-target tracking in nonlinear systems.</p>
Full article ">Figure 4
<p>Results of partitioning the state space for multi-view multi-sensor detection of nonlinear moving targets.</p>
Full article ">Figure 5
<p>Schematic diagram of SOS algorithm.</p>
Full article ">Figure 6
<p>Different perspective scene division with different numbers of sensors. (<b>a</b>) Two sensor differential perspectives; (<b>b</b>) three sensor differential perspectives.</p>
Full article ">Figure 7
<p>Application of SOS−GM−JMNS−CPHD in multi−target tracking of nonlinear systems.</p>
Full article ">Figure 8
<p>Comparison results of different SOS-GM-JMNS-CPHD <math display="inline"><semantics> <mrow> <msub> <mi>λ</mi> <mi>c</mi> </msub> </mrow> </semantics></math>.</p>
Full article ">Figure 9
<p>Comparison results of different SOS-GM-JMNS-CPHD <math display="inline"><semantics> <mrow> <msub> <mi>p</mi> <mi>D</mi> </msub> </mrow> </semantics></math>.</p>
Full article ">Figure 10
<p>Comparison results of SOS-GM-JMNS-CPHD and different algorithms. (<b>a</b>) Different algorithms’ OSPA metrics over time. (<b>b</b>) Different algorithms’ cardinality estimates over time.</p>
Full article ">
25 pages, 483 KiB  
Article
A Robust Interacting Multi-Model Multi-Bernoulli Mixture Filter for Maneuvering Multitarget Tracking under Glint Noise
by Benru Yu, Hong Gu and Weimin Su
Sensors 2024, 24(9), 2720; https://doi.org/10.3390/s24092720 - 24 Apr 2024
Viewed by 917
Abstract
In practical radar systems, changes in the target aspect toward the radar will result in glint noise disturbances in the measurement data. The glint noise has heavy-tailed characteristics and cannot be perfectly modeled by the Gaussian distribution widely used in conventional tracking algorithms. [...] Read more.
In practical radar systems, changes in the target aspect toward the radar will result in glint noise disturbances in the measurement data. The glint noise has heavy-tailed characteristics and cannot be perfectly modeled by the Gaussian distribution widely used in conventional tracking algorithms. In this article, we investigate the challenging problem of tracking a time-varying number of maneuvering targets in the context of glint noise with unknown statistics. By assuming a set of models for the possible motion modes of each single-target hypothesis and leveraging the multivariate Laplace distribution to model measurement noise, we propose a robust interacting multi-model multi-Bernoulli mixture filter based on the variational Bayesian method. Within this filter, the unknown noise statistics are adaptively learned while filtering and the predictive likelihood is approximately calculated by means of the variational lower bound. The effectiveness and superiority of our proposed filter is verified via computer simulations. Full article
(This article belongs to the Special Issue Radar Sensors for Target Tracking and Localization)
Show Figures

Figure 1

Figure 1
<p>Truetrajectories of the targets.</p>
Full article ">Figure 2
<p>GOSPAE, LE, MTE, and FTE of the ML-IMM-MBM filter for different <span class="html-italic">N</span> with <math display="inline"><semantics> <mrow> <mi>β</mi> <mo>=</mo> <mn>8</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 3
<p>GOSPAE, LE, MTE, and FTE of the ML-IMM-MBM filter for different <math display="inline"><semantics> <mi>β</mi> </semantics></math> with <math display="inline"><semantics> <mrow> <mi>N</mi> <mo>=</mo> <mn>6</mn> </mrow> </semantics></math>.</p>
Full article ">Figure 4
<p>Cardinality estimates for filters under study.</p>
Full article ">Figure 5
<p>GOSPAE, LE, MTE, and FTE for filters under study.</p>
Full article ">Figure 6
<p>GOSPAE, LE, MTE, and FTE of different filters for varying scale factor.</p>
Full article ">Figure 7
<p>GOSPAE, LE, MTE, and FTE of different filters for varying glint probability.</p>
Full article ">
Back to TopTop