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Search Results (11,457)

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16 pages, 522 KiB  
Review
Mental Fatigue and Sports Performance of Athletes: Theoretical Explanation, Influencing Factors, and Intervention Methods
by Chang-Hong Wu, Yun-Di Zhao, Fu-Qiang Yin, Yang Yi, Lu Geng and Xia Xu
Behav. Sci. 2024, 14(12), 1125; https://doi.org/10.3390/bs14121125 (registering DOI) - 24 Nov 2024
Abstract
Mental fatigue is an important factor affecting athletes’ performance. Explaining the effects of mental fatigue on sports performance from a theoretical point of view can help us deeply understand the interconnection between mental fatigue and sports performance and conduct effective interventions based on [...] Read more.
Mental fatigue is an important factor affecting athletes’ performance. Explaining the effects of mental fatigue on sports performance from a theoretical point of view can help us deeply understand the interconnection between mental fatigue and sports performance and conduct effective interventions based on this. Combining the relevant literature in China and abroad reveals that the current academic theories on the mechanism of sports fatigue include motivational control theory, underload theory, neural waste disposal hypothesis, and resource depletion theory. The effects of mental fatigue on performance are reflected in aerobic endurance, sports decision-making, tactical performance, and technical performance. Current coping strategies for mental fatigue include physiological coping strategies based on nutrition (caffeine), odor, and noninvasive neuromodulation techniques and psychological and behavioral coping strategies based on music and positive thinking. Full article
(This article belongs to the Special Issue Neuroimaging Techniques in the Measurement of Mental Fatigue)
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<p>Conceptual model of the resource depletion theory for MF.</p>
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22 pages, 1573 KiB  
Article
Temperature Gradient Characteristics of Rubber-Modified Asphalt Pavement Under Dramatic Cooling–Heating Cycles
by Meiyan Huang, Jianguo Wei, Ping Li, Yuming Zhou, Yiliang Li, Wenju Peng and Xuan Xiao
Materials 2024, 17(23), 5754; https://doi.org/10.3390/ma17235754 (registering DOI) - 24 Nov 2024
Abstract
The periodic changes in climatic factors cause the pavement temperature field to change significantly, resulting in fatigue damage to the pavement caused by temperature stress, and the influence depth has a critical value. To reveal the influence range and variation pattern of the [...] Read more.
The periodic changes in climatic factors cause the pavement temperature field to change significantly, resulting in fatigue damage to the pavement caused by temperature stress, and the influence depth has a critical value. To reveal the influence range and variation pattern of the rubber-modified pavement temperature field under frequent rainfall and high temperatures, based on indoor tests and the finite element model, the evolution law of different influencing factors and pavement temperature fields was determined by a single factor sensitivity analysis method. The degree of influence of each influencing factor on the pavement temperature field was analyzed using the Pearson correlation. The results showed that with different asphalt mixture initial temperatures, the road surface temperature decreased from 20 °C to 40 °C under sudden rainfall. Repeated rainfall following high temperatures induces cyclic temperature changes 30 mm below the road surface. The pavement temperature difference increased linearly with the dramatic temperature difference, and the changes in the pavement temperature field were small when the number of cycles exceeded 30. The number of cycles and cycle temperature difference were the main factors affecting the changes in the pavement temperature field under dramatic cooling–heating cycles. Full article
18 pages, 10654 KiB  
Article
Experimental Study on Variable Amplitude Fatigue Performance of High-Strength Bolts in Steel Structure Flange Connections
by Huaguang Ni, Shujia Zhang and Honggang Lei
Buildings 2024, 14(12), 3736; https://doi.org/10.3390/buildings14123736 (registering DOI) - 24 Nov 2024
Viewed by 99
Abstract
Steel structure flange connections are extensively employed in structural nodes due to their superior mechanical properties. This study combines fatigue testing and theoretical methods to investigate the fatigue performance of high-strength bolts in flange connections under actual gradient descent loads and provide fatigue [...] Read more.
Steel structure flange connections are extensively employed in structural nodes due to their superior mechanical properties. This study combines fatigue testing and theoretical methods to investigate the fatigue performance of high-strength bolts in flange connections under actual gradient descent loads and provide fatigue design methods. Initially, fatigue tests were conducted on two sets of high-strength bolts under a gradient descent loading mode, yielding a total of 11 sets of fatigue data. Subsequently, the stress–life (S-N) curve was plotted using a cumulative damage model combined with an equivalent constant amplitude stress method, and the results were compared with existing fatigue design specifications. Additionally, digital cameras and electron microscopes were utilized to capture fatigue fracture images of the high-strength bolts, allowing a detailed investigation into the mechanisms underlying bolt fatigue fractures. The results indicate that the allowable stress amplitudes for the two sets of high-strength bolts, corresponding to a fatigue life threshold of 2 million cycles, were 144.211 MPa and 130.316 MPa, respectively—both of which exceed the values specified in current fatigue design codes. Moreover, finite element simulations revealed that the most pronounced stress concentration occurs at the first thread where the bolt and nut interface, which is identified as the critical location for fatigue fracture in bolts. The allowable stress and fatigue calculation method of bolts obtained in this study will provide a reference for flange node design Full article
(This article belongs to the Section Building Structures)
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<p>High-strength bolts with large hexagonal heads for fatigue testing.</p>
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<p>Schematic diagram of high-strength bolt size (mm): (<b>a</b>) M12 high-strength bolt; (<b>b</b>) M16 high-strength bolt.</p>
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<p>Steel pipe flange T-shaped connector.</p>
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<p>Schematic diagram of a T-shaped connector (mm): (<b>a</b>) Matching M12 high-strength bolt; (<b>b</b>) Matching M16 high-strength bolt.</p>
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<p>MTS fatigue testing device: (<b>a</b>) Summary diagram of fatigue test device; (<b>b</b>) Installation location diagram for fatigue test.</p>
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<p>Schematic diagram of gradient descent load loading method.</p>
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<p>Sinusoidal loading mode of load in fatigue test.</p>
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<p>Variable amplitude fatigue loading results of M12 bolts: (<b>a</b>) M12-1; (<b>b</b>) M12-2; (<b>c</b>) M12-3; (<b>d</b>) M12-4; (<b>e</b>) M12-5; (<b>f</b>) M12-6.</p>
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<p>Variable amplitude fatigue loading results of M16 bolts: (<b>a</b>) M16-1; (<b>b</b>) M16-2; (<b>c</b>) M16-3; (<b>d</b>) M16-4; (<b>e</b>) M16-5.</p>
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<p>High-strength bolt variable amplitude fatigue S-N curve: (<b>a</b>) M12 bolt specimen; (<b>b</b>) M16 bolt specimen.</p>
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<p>S-N curves for constant amplitude and variable amplitude stress in bolts specimen: (<b>a</b>) M12 bolt specimen; (<b>b</b>) M16 bolt specimen.</p>
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<p>Fatigue life of existing high-strength bolts with varying amplitudes.</p>
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<p>Abaqus finite element model: (<b>a</b>) High-strength bolts; (<b>b</b>) Nuts; (<b>c</b>) Steel pipe flange T-shaped connector; (<b>d</b>) Overall assembly diagram.</p>
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<p>Schematic diagram of stress concentration areas in high-strength bolts.</p>
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<p>Macroscopic fatigue fracture image: (<b>a</b>) M12-1; (<b>b</b>) M16-1.</p>
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<p>Microscopic image of fatigue source: (<b>a</b>) M12-1; (<b>b</b>) M16-1.</p>
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<p>Microscopic image of the fatigue crack propagation zone: (<b>a</b>) M12-1; (<b>b</b>) M16-1.</p>
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<p>Microscopic image of the transient fault zone: (<b>a</b>) M12-1; (<b>b</b>) M16-1.</p>
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12 pages, 579 KiB  
Review
The Role of Exogenous Ketones in Road Cycling: Evidence, Mechanisms, and Performance Claims
by Sebastian Sitko
Physiologia 2024, 4(4), 433-444; https://doi.org/10.3390/physiologia4040029 (registering DOI) - 24 Nov 2024
Viewed by 103
Abstract
Background: Ketone body supplementation has emerged as a potential ergogenic aid in cycling. Exogenous ketones, primarily in the form of beta-hydroxybutyrate, offer an alternative fuel source, bypassing the need for strict ketogenic diets. However, the science surrounding their efficacy remains complex, with [...] Read more.
Background: Ketone body supplementation has emerged as a potential ergogenic aid in cycling. Exogenous ketones, primarily in the form of beta-hydroxybutyrate, offer an alternative fuel source, bypassing the need for strict ketogenic diets. However, the science surrounding their efficacy remains complex, with mixed field findings and unexplored mechanisms. Methods: A narrative review of the current literature was conducted, synthesizing studies on the metabolic and cognitive effects of ketone bodies in cycling. The review included an examination of human and mechanistic studies, along with emerging hypotheses on ketone bodies and their role in modulating red blood cell production and recovery processes. Results: Ketone body supplementation can theoretically spare glycogen, reduce muscle protein breakdown, enhance fat oxidation, and improve recovery by mitigating oxidative stress and inflammation. Additionally, ketone bodies may support cognitive function, reducing perceived mental fatigue. Preliminary evidence also suggests a potential role in modulating erythropoietin levels through histone acetylation, though further research is needed to establish its impact on oxygen delivery. Despite the theoretical potential, the practical assessment of field studies shows disappointing effects on performance from ketone body supplementation. Conclusions: While ketone bodies offer several potential benefits for cyclists, the variability in individual responses, lack of long-term data, and inconsistent findings in performance studies highlight the need for further research. Optimizing dosage, timing, and understanding the broader implications of ketone body supplementation will be crucial for their practical application in cycling. Full article
(This article belongs to the Special Issue Exercise Physiology and Biochemistry: 2nd Edition)
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<p>Potential effects of ketone supplementation.</p>
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7 pages, 1928 KiB  
Communication
A Modification of the Ostergren Model for Thermomechanical Fatigue Life Prediction of Die-Casting Die Steel
by Pengpeng Zuo, Xijuan He, Jie Ji and Xiaochun Wu
Materials 2024, 17(23), 5744; https://doi.org/10.3390/ma17235744 (registering DOI) - 24 Nov 2024
Viewed by 136
Abstract
The Ostergren model is simple in form and widely used in engineering practice, also serving as the modeling basis of both the damage differentiation and crack propagation models. However, the shortcomings of the Ostergren model are that the modeling process is affected by [...] Read more.
The Ostergren model is simple in form and widely used in engineering practice, also serving as the modeling basis of both the damage differentiation and crack propagation models. However, the shortcomings of the Ostergren model are that the modeling process is affected by thermomechanical fatigue (TMF) test parameters. To establish a TMF life normalized model, a modified Ostergren model based on hysteresis energy damage and TMF data for H13 steel was proposed. The model was successfully applied to TMF life prediction for 4Cr5Mo2V steel. The band of predicted life and test life is basically within the factor of 1.5. In summary, the modified Ostergren model is suitable for the TMF life prediction of Cr-Mo-V-type die-casting die steel. Full article
(This article belongs to the Special Issue Evaluation of Fatigue and Creep-Fatigue Damage of Steel)
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<p>Schematics representation of TMF test waveforms [<a href="#B18-materials-17-05744" class="html-bibr">18</a>]: (<b>a</b>) IP; (<b>b</b>) OP.</p>
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<p>Fitting curves of the Ostergren model based on TMF data of H13 steel.</p>
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<p>Definition of hysteresis energy and strain energy for low cycle fatigue.</p>
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<p>Fitting curves based on TMF data of H13 steel: (<b>a</b>) modified Ostergren model; (<b>b</b>) Ostergren model.</p>
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<p>TMF life prediction reliability of normalized models of die-casting die steel: (<b>a</b>) modified Ostergren model; (<b>b</b>) Ostergren model.</p>
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14 pages, 804 KiB  
Article
Health Resort Treatment Improves Functioning and Physical Performance in Long COVID Patients: A Retrospective Study
by Grzegorz Onik, Katarzyna Knapik, Magdalena Dąbrowska-Galas and Karolina Sieroń
Healthcare 2024, 12(23), 2344; https://doi.org/10.3390/healthcare12232344 (registering DOI) - 23 Nov 2024
Viewed by 252
Abstract
Background/Objectives: The physical performance and functional status of individuals with long COVID may be altered. Health resort treatment comprises balneology, exercises, physical medicine modalities, and climate therapy. Complex treatment in a sanatorium may have a positive effect on long COVID patients. This study [...] Read more.
Background/Objectives: The physical performance and functional status of individuals with long COVID may be altered. Health resort treatment comprises balneology, exercises, physical medicine modalities, and climate therapy. Complex treatment in a sanatorium may have a positive effect on long COVID patients. This study assessed functional status, physical performance, and fatigue in people with long COVID that qualified for the health resort treatment and its efficacy in this group of patients. Methods: A retrospective review of the medical records of 116 patients (66 women and 50 men) undergoing health resort treatment for long COVID in 2021 at the Rehabilitation Hospital and Sanatorium “Gwarek” in Goczałkowice-Zdrój (Poland) was conducted. Data were collected between March and May 2024. Their functional status, physical performance, and level of fatigue were assessed twice: before and after the treatment. Results: After the health resort treatment, their physical performance (10.41 points ± 1.84 points vs. 11.57 points ± 0.94 points; p < 0.00001) and functional status (2.13 points ± 0.88 points vs. 1.23 points ± 0.62 points; p < 0.00001) improved. Their fatigue (4.83 points ± 2.38 points vs. 2.15 points ± 1.31 points; p < 0.00001) level was diminished after the treatment. Conclusions: Fatigue was of moderate intensity in the long COVID patients that qualified for the health resort treatment. Most of the long COVID patients reported mild functional limitations, whereas their physical performance was undisturbed. Health resort treatment improved functioning in patients with persistent COVID-19 symptoms by reducing fatigue, improving their functional capacity and physical performance. It should be recommended as a supplement to the standard treatment because of its complexity. Full article
(This article belongs to the Special Issue Human Health Before, During, and After COVID-19)
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<p>Fatigue severity in patients who qualified for the health resort treatment because of long COVID during pre-treatment measurement.</p>
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<p>Functional status impairment assessed with PCFS in patients who qualified for the health resort treatment because of long COVID during the pre-treatment measurement.</p>
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<p>Physical performance limitations assessed with SPPB in patients who qualified for the health resort treatment because of long COVID during the pre-treatment measurement.</p>
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28 pages, 6184 KiB  
Article
Experimental and Numerical Analysis of Thermal Fatigue of Grey Cast Iron Ingot Mould
by Piotr Mirek, Jarosław Piekło and Aldona Garbacz-Klempka
Materials 2024, 17(23), 5735; https://doi.org/10.3390/ma17235735 (registering DOI) - 23 Nov 2024
Viewed by 175
Abstract
This article presents the results of experimental studies and numerical calculations that were conducted to analyse the phenomena that occur during the operation of an ingot mould that is designed for casting steel ingots. The studies were conducted on an experimental stand in [...] Read more.
This article presents the results of experimental studies and numerical calculations that were conducted to analyse the phenomena that occur during the operation of an ingot mould that is designed for casting steel ingots. The studies were conducted on an experimental stand in a foundry on an ingot mould that was designed to make ingots that weigh up to six tons; they consisted of determining the temperature of the ingot mould and measuring the displacements of its walls during filling with steel and cooling. These studies were used to create and verify a numerical model that was used to determine the temperatures, displacements, deformations, and stresses in ingot mould walls during the operating cycle using the FEM method. Microstructure studies of ingot cast iron that was subjected to thermal fatigue were also conducted on a laboratory stand; the temperature changes and test times were the same as those used under the normal operating conditions of the ingot mould. Cast iron samples were subjected to heating and cooling cycles within a range of 0 to 60 cycles; then, tensile tests were performed to determine their stress–strain curves. As a result of the conducted tests, a great influence was found of the number of cycles on decreases in the values of the modulus of elasticity and tensile strength—especially within a range of 0 to 10 cycles. A relationship was also found between the changes in these values and the image of the cast iron microstructure. Based on images of the cast iron microstructure after being subjected to different numbers of thermal fatigue cycles, the mechanism of the crack initiation and propagation was determined. The influence of the changes in the strength of the cast iron and the stress state that was determined by the FEM method on the durability of the tested type of ingot mould was analysed. The obtained research results will be useful for introducing design changes that are aimed at increasing the fatigue durability of ingot moulds. Full article
15 pages, 946 KiB  
Article
Clinical Characteristics of Persistent Hypophosphatasemia Uncovered in Adult Patients: A Retrospective Study at a Japanese Tertiary Hospital
by Shintaro Fujiwara, Yuki Otsuka, Masanori Furukawa, Akihito Higashikage and Fumio Otsuka
J. Clin. Med. 2024, 13(23), 7078; https://doi.org/10.3390/jcm13237078 (registering DOI) - 23 Nov 2024
Viewed by 255
Abstract
Background: Hypophosphatasemia is often overlooked despite its potential to indicate underlying pathologies. The aim of this study was to determine the prevalence of persistent hypophosphatasemia in a large, urban, multi-specialty hospital population and characterize the clinical and laboratory findings in adult patients with [...] Read more.
Background: Hypophosphatasemia is often overlooked despite its potential to indicate underlying pathologies. The aim of this study was to determine the prevalence of persistent hypophosphatasemia in a large, urban, multi-specialty hospital population and characterize the clinical and laboratory findings in adult patients with this condition. Methods: In this retrospective observational study, the results of 424,434 alkaline phosphatase (ALP) tests in 50,136 patients aged ≥18 years that were performed at Okayama University Hospital between July 2020 and October 2023 were analyzed. Persistent hypophosphatasemia was defined as consistently low ALP levels (≤40 IU/L) for 28 days with a minimum recorded level of ≤35 IU/L. Results: Persistent hypophosphatasemia was detected in 273 patients (0.54% of the tested patients), and the patients with persistent hypophosphatasemia included a higher proportion of females (72.5% vs. 52.9% in the people without persistent hypophosphatasemia; chi-squared test, p < 0.01) and had a younger median age (51 years vs. 63 years; Mann–Whitney U test, p < 0.01) than those in the overall tested population. The common causes of persistent hypophosphatasemia were cancer (30%), glucocorticoid use (21%), and immunosuppressants (16%). Notably, 38 patients (14%) had no apparent cause for low ALP values. These patients were categorized on the basis of their clinical characteristics, with some patients presenting symptoms potentially related to adult hypophosphatasia. Conclusions: This study provides prevalence and insights into the causes and characteristics of persistent hypophosphatasemia in a Japanese tertiary care setting. While most cases were associated with known causes, patients with unexplained hypophosphatasemia and symptoms such as chronic pain, muscle weakness, and general fatigue could have adult hypophosphatasia. In such cases, comprehensive evaluation and further investigation for hypophosphatasia should be considered. Persistent hypophosphatasemia of undetermined etiology could be a crucial initial step in diagnostic algorithms for this condition. Full article
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<p>Flow chart of selection of patients. Of 424,434 patients being tested for serum ALP, 1277 were identified with recurrent hypophosphatasemia, and 273 of those patients were identified as having persistent hypophosphatasemia based on consistently low ALP levels (≤40 IU/L) and a minimum recorded level of ≤35 IU/L.</p>
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<p>Histogram of all measured ALP levels in this study. The highest frequency of ALP values was in the range of 60 to 80 IU/L, with fewer tests as values deviated from this range. Abnormally high ALP levels (greater than 180 IU/L) accounted for 56,381 (13.3%) of the measurements. Additionally, 11,791 tests (2.77%) showed ALP levels of ≤40 IU/L and 8575 tests (2.02%) showed ALP levels of ≤38 IU/L.</p>
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<p>Histogram of the number of patients with persistent hypophosphatasemia. Lower minimum ALP levels were associated with fewer patients.</p>
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9 pages, 334 KiB  
Article
Clinical and Psychological Disturbances of Myasthenia Gravis: How Anxiety, Sleep Quality, and Thymectomy Interact
by Maddalen García-Sanchoyerto, Imanol Amayra, Aitana Ruiz de Lazcano, Alicia Aurora Rodríguez, Samuel Anguiano and Monika Salgueiro
Psychol. Int. 2024, 6(4), 977-985; https://doi.org/10.3390/psycholint6040061 (registering DOI) - 22 Nov 2024
Viewed by 179
Abstract
Background: Myasthenia gravis (MG) is an autoimmune neuromuscular disease characterized by fatigue and muscle weakness. Previous research has noted a high incidence of psychological problems, particularly anxiety and depression, as well as alterations in sleep quality among patients with MG. The aim of [...] Read more.
Background: Myasthenia gravis (MG) is an autoimmune neuromuscular disease characterized by fatigue and muscle weakness. Previous research has noted a high incidence of psychological problems, particularly anxiety and depression, as well as alterations in sleep quality among patients with MG. The aim of this study was to assess depression, anxiety, sleep problems, and fatigue in individuals with MG and to analyze the relationships among these variables, as well as to determine the influence of corticosteroid use and thymectomy. Methods: The sample consisted of 72 participants, 42 belonging to the clinical group with MG and 30 healthy participants to the control group. The instruments used were Hospital Anxiety and Depression Scale (HADS), Pittsburgh Sleep Quality Index (PSQI), and Fatigue Severity Scale (FSS). Results: The results showed that MG patients exhibited higher levels of fatigue, anxiety, depression, and poorer sleep quality compared to the control group (p < 0.05). Significant differences in sleep quality and anxiety levels were observed between thymectomized and non-thymectomized patients. Additionally, a positive correlation was found between anxiety symptoms and sleep quality. Conclusions: The study demonstrated the presence of anxious and depressive symptoms in patients with MG, as well as poorer sleep quality and increased fatigue, suggesting that MG affects not only neuromuscular function but also the psychological well-being of patients. Full article
19 pages, 772 KiB  
Article
A Study on the Sustainability of Petrochemical Industrial Complexes Through Accident Data Analysis
by Lee Su Kim, Cheolhee Yoon, Daeun Lee, Gwyam Shin and Seungho Jung
Processes 2024, 12(12), 2637; https://doi.org/10.3390/pr12122637 - 22 Nov 2024
Viewed by 306
Abstract
The increase in energy demand due to industrial development and urbanization has resulted in the development of large-scale energy facilities. Republic of Korea’s petrochemical industrial complexes serve as prime examples of this phenomenon. However, because of complex processes and aging facilities, many of [...] Read more.
The increase in energy demand due to industrial development and urbanization has resulted in the development of large-scale energy facilities. Republic of Korea’s petrochemical industrial complexes serve as prime examples of this phenomenon. However, because of complex processes and aging facilities, many of which have been in operation for over a decade, these industrial complexes are prone to process-deviation-related accidents. Chemical accidents in energy facilities involving high-pressure liquids or gases are especially dangerous; therefore, proactive accident prevention is critical. This study is also relevant to corporate environment, social, and governance (ESG) management. Preventing chemical accidents to protect workers from injury is critical for business and preventing damage to surrounding areas from chemical accidents is a key component of ESG safety. In this study, we collected accident data, specifically injury-related incidents, from Republic of Korea’s petrochemical industrial complexes, which are the foundation of the energy industry. We analyzed the causes of accidents in a step-by-step manner. Furthermore, we conducted a risk analysis by categorizing accident data based on the level of risk associated with each analysis result; we identified the main causes of accidents and “high-risk process stages” that posed significant risk. The analysis reveals that the majority of accidents occur during general operations (50%, 167 cases) and process operations (39%, 128 cases). In terms of incident types, fire/explosion incidents accounted for the highest proportion (43%, 144 cases), followed by leakage incidents (24%, 78 cases). Furthermore, we propose a disaster safety artificial intelligence (AI) model to prevent major and fatal accidents during these high-risk process stages. A detailed analysis reveals that human factors such as accumulated worker fatigue, insufficient safety training, and non-compliance with operational procedures can significantly increase the likelihood of accidents in petrochemical facilities. This finding emphasizes the importance of introducing measurement sensors and AI convergence technologies to help humans predict and detect any issues. Therefore, we selected representative accident cases for implementing our disaster safety model. Full article
(This article belongs to the Section Chemical Processes and Systems)
12 pages, 642 KiB  
Article
The Effect of Bio-Electromagnetic Energy Regulation Therapy on Erectile Dysfunction in Patients with Multiple Sclerosis: A Triple-Blind Randomized Clinical Trial
by Abdulaziz Ali Y. Alzharani, Ali M. Alshami, Turki Abualait, Hatem Al Azman, Foziah Jabbar Alshamrani, Yahya Hilal Alzahrani and Youssef A. Althobaiti
J. Clin. Med. 2024, 13(23), 7060; https://doi.org/10.3390/jcm13237060 - 22 Nov 2024
Viewed by 289
Abstract
Objectives: To evaluate the effect of bio-electromagnetic energy regulation (BEMER) therapy on erectile dysfunction (ED) in patients with multiple sclerosis (MS). Methods: A triple-blind randomized clinical trial was conducted in two different centers. Fifty-two male participants with MS were randomly allocated into [...] Read more.
Objectives: To evaluate the effect of bio-electromagnetic energy regulation (BEMER) therapy on erectile dysfunction (ED) in patients with multiple sclerosis (MS). Methods: A triple-blind randomized clinical trial was conducted in two different centers. Fifty-two male participants with MS were randomly allocated into two groups. Patients received either three weeks of BEMER with pelvic floor exercises or sham BEMER with pelvic floor exercises. The primary measure was the International Index of Erectile Function—Erectile Function (IIEF-EF). Secondary measures included the Sexual Health Inventory for Men (SHIM), Erection Hardness Scale (EHS), Arizona Sexual Experience Scale (AXES), Modified Fatigue Impact Scale (MFIS), and Multiple Sclerosis, Intimacy, and Sexuality Questionnaire (MSISQ-19). Results: Compared to the sham BEMER group, the BEMER group showed better improvements in the IIEF-EF (mean difference [MD]: −6.9, p < 0.001), SHIM (MD: −6.1, p < 0.001), EHS (MD: −0.4, p = 0.022), AXES (MD: 2.9, p = 0.030), MSISQ-19 (MD: 15.0, p < 0.001), and MFIS (MD: 31.0, p < 0.001). Conclusions: BEMER therapy improved erectile function and sexual satisfaction and reduced fatigue in patients with MS after three weeks of intervention. Long-term follow-up studies are warranted to ascertain the sustained benefits of BEMER therapy for MS-related ED. Full article
(This article belongs to the Section Reproductive Medicine & Andrology)
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<p>(<b>A</b>) BEMER control unit, (<b>B</b>) B. Spot. (<b>C</b>) Full-body mattress.</p>
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<p>Flowchart of participants throughout randomized clinical trial. PFMT: pelvic floor muscle training.</p>
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29 pages, 18764 KiB  
Article
Analytical Modeling of the Lazy-Wave Hydrogen Production Riser (HPR) with Incorporation of Seabed Interaction in the Touchdown Zone
by Mohammad Mahdi Hajitaheriha and Hodjat Shiri
J. Mar. Sci. Eng. 2024, 12(12), 2129; https://doi.org/10.3390/jmse12122129 - 22 Nov 2024
Viewed by 202
Abstract
Hydrogen production risers (HPRs) connected to floating offshore wind turbines (FOWTs) must be properly configured to minimize both the top-end tension at the hang-off point and the oscillation amplitude in the touchdown zone (TDZ) under environmental loads. One of the best riser configurations [...] Read more.
Hydrogen production risers (HPRs) connected to floating offshore wind turbines (FOWTs) must be properly configured to minimize both the top-end tension at the hang-off point and the oscillation amplitude in the touchdown zone (TDZ) under environmental loads. One of the best riser configurations to meet these requirements is the lazy-wave configuration, where the riser is lifted midway by buoyancy tanks to create a negative curvature, mitigating the motion dependency of the catenary part and the TDZ. Analytical solutions can be effectively used in riser optimization and configuration studies, where a large number of analyses need to be conducted iteratively. In this paper, an analytical model for HPRs has been developed by combining different approaches for the hanging and touchdown zones to improve the accuracy and continuity of shear force, bending moment, and axial tension distribution along the riser, which are the key parameters governing fatigue damage accumulation in the TDZ. Modified catenary equations were used for the hanging part, and a boundary layer model was implemented in the touchdown zone to model the seabed interaction, preventing stress discontinuity between the two sections. The model was used to assess a case study and compared with numerical simulations to ensure accuracy and viability. The proposed model can be used in daily engineering practice for preliminary investigations and optimization studies of HPRs. Full article
(This article belongs to the Special Issue Sustainable Offshore Pipeline Operations)
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<p>Comparison of static shear force distribution, bending moments, and Von Mises stress along an SCR for seabed stiffness, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>100</mn> <mo> </mo> <mi>kPa</mi> </mrow> </semantics></math>, and peak shear force at the TDZ in different seabed stiffness [<a href="#B20-jmse-12-02129" class="html-bibr">20</a>].</p>
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<p>Comparison of static shear force distribution, bending moments, and Von Mises stress along an SCR for seabed stiffness, <math display="inline"><semantics> <mrow> <mi>k</mi> <mo>=</mo> <mn>100</mn> <mo> </mo> <mi>kPa</mi> </mrow> </semantics></math>, and peak shear force at the TDZ in different seabed stiffness [<a href="#B20-jmse-12-02129" class="html-bibr">20</a>].</p>
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<p>Schematic of the steel lazy-wave riser segments.</p>
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<p>Schematic diagram of the forces acting on the suspended riser and the riser with internal fluid and hydrostatic pressure.</p>
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<p>TDP position on the elastic seabed obtained via BLM [<a href="#B19-jmse-12-02129" class="html-bibr">19</a>].</p>
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<p>Algorithm for static deformation and internal force calculation in SLWR configurations.</p>
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<p>Detailed section of the algorithm for SLWR configuration and internal force calculation.</p>
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<p>Different types of risers and vessel positions in the mean, far, and near zones.</p>
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<p>(<b>a</b>) Configuration, (<b>b</b>) curvature, and (<b>c</b>) effective tension of the SLWR along the SLWR.</p>
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<p>Lazy-wave riser configuration, (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4.</p>
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<p>Curvature distribution along the SLWR, (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4.</p>
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<p>Effective tension distribution along the SLWR, (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4.</p>
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<p>Effective tension distribution along the SLWR, (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4.</p>
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<p>Wall tension distribution along the SLWR, (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4.</p>
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<p>Wall tension stress distribution along the SLWR, (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4.</p>
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<p>Bending moment stress distribution along the SLWR, (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4.</p>
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<p>Total axial stress distribution along the SLWR, (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4.</p>
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<p>Total axial stress distribution along the SLWR, (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4.</p>
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<p>Comparison of the wall tension stress range distribution along the SLWR, MATLAB: (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4; OrcaFelx: (<b>e</b>) SLWR 1, (<b>f</b>) SLWR 2, (<b>g</b>) SLWR 3, and (<b>h</b>) SLWR 4.</p>
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<p>Comparison of the wall tension stress range distribution along the SLWR, MATLAB: (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4; OrcaFelx: (<b>e</b>) SLWR 1, (<b>f</b>) SLWR 2, (<b>g</b>) SLWR 3, and (<b>h</b>) SLWR 4.</p>
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<p>Wall tension stress range distribution along the different SLWRs: (<b>a</b>), constant tension in the boundary layer, (<b>b</b>) developed tension variation, (<b>c</b>) obtained numerical results.</p>
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<p>Comparison of the bending stress range distribution along the SLWR, (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4.</p>
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<p>Comparison of the total axial stress range distribution along the SLWR, MATLAB: (<b>a</b>) SLWR 1, (<b>b</b>) SLWR 2, (<b>c</b>) SLWR 3, and (<b>d</b>) SLWR 4; OrcaFelx: (<b>e</b>) SLWR 1, (<b>f</b>) SLWR 2, (<b>g</b>) SLWR 3, and (<b>h</b>) SLWR 4.</p>
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<p>Comparison of the total axial stress range distribution along the SLWR for different types of risers, (<b>a</b>) Near 3 to Far 3, (<b>b</b>) Near 2 to Far 3, (<b>c</b>) Mean to Far 3, and (<b>d</b>) Far 2 to Far 3.</p>
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<p>Comparison of different SLWRs with SCRs.</p>
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11 pages, 5003 KiB  
Article
Application of Laser-Induced Graphene Flexible Sensor in Monitoring Large Deformation of Reinforced Concrete Structure
by Lina Liu, Chenning Cai, Zhenghua Qian, Peng Li and Feng Zhu
Sensors 2024, 24(23), 7444; https://doi.org/10.3390/s24237444 - 21 Nov 2024
Viewed by 485
Abstract
When cracks appear in reinforced concrete (RC) structures, the tensile load will be borne by steel bars with high ductility, resulting in a large deformation. Traditional strain sensors have difficulties in achieving good performance for large deformations in concrete structures. In this paper, [...] Read more.
When cracks appear in reinforced concrete (RC) structures, the tensile load will be borne by steel bars with high ductility, resulting in a large deformation. Traditional strain sensors have difficulties in achieving good performance for large deformations in concrete structures. In this paper, based on a laser-induced graphene (LIG) technique, a flexible sensor is proposed for monitoring large deformations of concrete structures. Polyimide film is used as the carbon precursor to prepare LIG through laser scanning and then LIG is transferred onto a polydimethylsiloxane (PDMS) substrate to form the flexible sensor. The calibration and performance verification of the flexible sensor are completed through tensile tests. The applicability of the flexible sensor in monitoring large deformations of concrete is verified through beam bending experiments. The fatigue resistance of the flexible sensor is verified through fatigue tests on a full-scale beam. The experimental results showed that the flexible sensor has the advantages of low cost, simple preparation, and stable performance, making it suitable for applications in the field of large deformation monitoring of RC structures. Full article
(This article belongs to the Section Physical Sensors)
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<p>Schematic diagram of LIG molding.</p>
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<p>Laser engraving machine.</p>
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<p>Morphology characteristics and Raman spectra of LIG: (<b>a</b>) 540× microscope magnification; (<b>b</b>) low-rate SEM morphology characterization; (<b>c</b>) high-rate SEM morphology characterization; (<b>d</b>) Raman spectral analysis.</p>
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<p>A flowchart for the fabrication of flexible sensors.</p>
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<p>Tensile test of LIG flexible sensor: (<b>a</b>) test apparatus; (<b>b</b>) LIG-induced layer stretching phenomenon.</p>
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<p>The relation of resistance change rate to strains. (The Δ<span class="html-italic">R</span> values for the four key points a, b, c, and d are shown in <a href="#sensors-24-07444-t001" class="html-table">Table 1</a>.)</p>
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<p>The experimental setup for application performance testing of LIG flexible sensors.</p>
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<p>Application of LIG sensor and laser extensometer in RC beam bending test.</p>
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<p>Three-point bending test of RC beam: (<b>a</b>) resistance value/output voltage-displacement relationship; (<b>b</b>) relation curve between resistance change rate and strain of LIG flexible sensor.</p>
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<p>Fatigue test device: (<b>a</b>) loading device; (<b>b</b>) schematic diagram of loading (unit: mm); (<b>c</b>) schematic diagram of sensor arrangement on the bottom of beam.</p>
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<p>Comparison of test results between LIG flexible sensor and laser extensometer: (<b>a</b>) the initial stages of the LIG; (<b>b</b>) after 200,000 fatigue loads.</p>
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18 pages, 1527 KiB  
Article
Job Stress, Working Capacity, Professional Performance and Safety of Shift Workers at Forest Harvesting in the North of Russian Federation
by Yana Korneeva, Nina Shadrina, Natalia Simonova and Anna Trofimova
Forests 2024, 15(12), 2056; https://doi.org/10.3390/f15122056 - 21 Nov 2024
Viewed by 261
Abstract
This study describes the features, manifestations and interrelationships of job stress, working capacity, professional performance and safety in loggers with a shift work organization in the North. This study involved 402 loggers. The research methods include questionnaires and psychophysiological diagnostics of stress and [...] Read more.
This study describes the features, manifestations and interrelationships of job stress, working capacity, professional performance and safety in loggers with a shift work organization in the North. This study involved 402 loggers. The research methods include questionnaires and psychophysiological diagnostics of stress and working capacity as well as questionnaires on the professional performance and safety of workers. The following statistical methods were used: correlation, multivariate dispersion and multi-regression stepwise analysis. It was found that the severity of stress, speed, accuracy and operator working capacity, as well as well-being, activity and mood in logging equipment operators, timber truck drivers and maintenance specialists statistically differ significantly. Higher professional stress and a more frequent decrease in professional performance are characteristic of truck drivers. Psychological and psychophysiological job stress and working capacity parameters are associated with the professional performance parameters of loggers. According to the results of a number of multi-regression analyses, the reduced professional performance markers of loggers include the index of stress, satiety, monotony and fatigue, vegetative balance and stress (method of M. Luscher and coefficients from G.A. Aminev), operator working capacity and reaction speed (CVMR). Full article
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<p>The map with the Arkhangelsk region (Russian Federation) highlighted.</p>
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<p>Structure of questionnaire sections of professional performance and safety of shift personnel.</p>
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<p>Correlation pleiad of statistically significant relationships between job stress indicators and professional performance parameters and professional self-assessment among shift-working loggers in the North.</p>
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<p>Correlation pleiad of statistically significant relationships between job stress indicators and the frequency of manifestations of professional performance parameters among shift-working loggers in the North.</p>
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18 pages, 8052 KiB  
Article
Steel Catenary Riser Fatigue Assessment: Fracture Mechanics Approach Versus SN Curve Method
by Niantao Zhang, Caiyan Deng, Wenqiang Zhang, Siyuan Li and Baoming Gong
Materials 2024, 17(22), 5677; https://doi.org/10.3390/ma17225677 - 20 Nov 2024
Viewed by 390
Abstract
In this paper, the fatigue resistance of a full-scale Steel Catenary Riser (SCR) girth weld is investigated using the Strength–Number of cycles (SN) curve method based on weld formation quality and fracture mechanics approaches. The test results, presented in [...] Read more.
In this paper, the fatigue resistance of a full-scale Steel Catenary Riser (SCR) girth weld is investigated using the Strength–Number of cycles (SN) curve method based on weld formation quality and fracture mechanics approaches. The test results, presented in the form of SN curves, are superior to the design curve E in BS 7608. Compared with the SN curve determined by a resonant bending rig, the analytical fracture mechanics, i.e., engineering critical assessment (ECA) based on BS 7910, can provide a rational estimation of full-scale girth welds. For the numerical methods, the short crack growth phase is crucial to improving the accuracy and reliability of the assessment. For the girth weld with a concave root, the geometries of the weld cap are the predominant factors for fatigue life. Although the crack initiation site is always located at the outer surface regardless of the flushed or welded caps, the weld grinding treatment is still effective in promoting fatigue life. Full article
(This article belongs to the Special Issue Corrosion Behavior and Mechanical Properties of Metallic Materials)
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<p>Overall view of the floating system with SCR [<a href="#B1-materials-17-05677" class="html-bibr">1</a>].</p>
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<p>Resonance bending fatigue testing platform, Tianjin University (equipment no.: GWT0614; dimensions: 15 m × 1.3 m × 2.0 m; range of the test pipeline diameter: 168.3–355.6 mm; range of the test pipeline length: 6–12 m; frequency: 0–25 Hz).</p>
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<p>The occurrence of a through-thickness crack after internal water pressure leak.</p>
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<p>Schematic diagram of resonance bending fatigue test of full-size SCR (<span class="html-italic">l</span><sub>1</sub> = 400 mm).</p>
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<p>Schematic diagram of strain gauge arrangement scheme (<span class="html-italic">l</span><sub>2</sub> = 100 mm).</p>
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<p>Schematic of Failure Assessment Diagram [<a href="#B19-materials-17-05677" class="html-bibr">19</a>].</p>
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<p>The plots of stress level versus fatigue life for six girth welds in relation to BS 7608: 2014 Class D and E curves.</p>
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<p>Crack growth direction along the wall thickness for girth welds with convex root: (<b>a</b>) H-1: cap flush; (<b>b</b>) H-2: as-weld.</p>
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<p>Crack growth path along the wall thickness and crack initiation location for girth welds with concave root: (<b>a</b>,<b>b</b>) H-3: cap flush; (<b>c</b>,<b>d</b>) H-4: as-weld.</p>
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<p>Average stress range distribution at both ends of the girth weld at the internal water pressure leak: (<b>a</b>) specimen H-1; (<b>b</b>) specimen H-2 (unit: MPa).</p>
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<p>The model simplification approach: (<b>a</b>) Cross-section of circumferential weld in the actual pipeline; (<b>b</b>) Considering the stress concentration effect due to weld reinforcement by a correction factor, <math display="inline"><semantics> <mrow> <msub> <mi>M</mi> <mi mathvariant="normal">k</mi> </msub> </mrow> </semantics></math>.</p>
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<p>(<b>a</b>) An actual pipeline; (<b>b</b>) Details of the 1/2 symmetric model; (<b>c</b>) Insertion of initial crack.</p>
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<p>(<b>a</b>) The SIFs along initial crack front; (<b>b</b>) along crack front for the propagation of crack.</p>
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<p>The variation trend of fatigue life and SIFs with the increasing crack depth.</p>
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<p>Number of cycles as a function of crack depth on the path for 50% normalized distance in the crack front (H1 and H2 represent specimens H-1 and H-2; R1 and R5 represent stress ratio of 0.1 and 0.5, respectively; Mk represents stress correction factor).</p>
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<p>Fatigue life versus crack depth in the BS 7910 assessment considering misalignment.</p>
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<p>The iteration of fracture assessment points with welding misalignment.</p>
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