Zhao et al., 2023 - Google Patents
Post-buckling shear capacity of the corroded end panels of H-shaped steel beamsZhao et al., 2023
- Document ID
- 15413231786543501437
- Author
- Zhao Z
- Liu J
- Wang B
- Gao Y
- Publication year
- Publication venue
- Thin-Walled Structures
External Links
Snippet
The shear capacity of steel beams can be affected by corrosion when the effective thickness is reduced. However, the contribution to shear capacity of beams with corroded steel web from support stiffener and flange has not been quantified until now. Thus, this work aims to …
- 229910000831 Steel 0 title abstract description 108
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/50—Computer-aided design
- G06F17/5009—Computer-aided design using simulation
- G06F17/5018—Computer-aided design using simulation using finite difference methods or finite element methods
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRICAL DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/50—Computer-aided design
- G06F17/5068—Physical circuit design, e.g. layout for integrated circuits or printed circuit boards
- G06F17/5081—Layout analysis, e.g. layout verification, design rule check
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Zhao et al. | Tensile strength of Q345 steel with random pitting corrosion based on numerical analysis | |
Kherbouche et al. | Numerical study and design of thin walled cold formed steel built-up open and closed section columns | |
Zhao et al. | Post-buckling shear capacity of the corroded end panels of H-shaped steel beams | |
Nassiraei | Probability distribution models for the ultimate strength of tubular T/Y-joints reinforced with collar plates at room and different fire conditions | |
Walport et al. | Design of structural stainless steel members by second order inelastic analysis with CSM strain limits | |
Balomenos et al. | Probabilistic finite element investigation of prestressing loss in nuclear containment wall segments | |
Yang et al. | Experimental and numerical study on lateral-torsional buckling of singly symmetric Q460GJ steel I-shaped beams | |
Ahmed et al. | Experimental and numerical investigations of eccentrically loaded rectangular concrete-filled double steel tubular columns | |
Kim et al. | Hysteretic behavior comparison of austenitic and lean duplex stainless steel square hollow section members under cyclic axial loading | |
Zhao et al. | Shear capacity of H-shaped steel beam with randomly located pitting corrosion | |
Yuan et al. | Shear behaviour and design of diagonally stiffened stainless steel plate girders | |
Rahman et al. | Probabilistic ultimate buckling strength of stiffened plates, considering thick and high-performance steel | |
Mohamadi-Shooreh et al. | Parametric analyses on the initial stiffness of flush end-plate splice connections using FEM | |
CN116702567B (en) | Entity anchor rod simulation method, device, equipment and storage medium | |
Lin et al. | Modeling inelastic shear lag in steel box beams | |
El-Joukhadar et al. | Seismic Modelling of Corroded Reinforced Concrete Columns | |
Liu et al. | Structural behaviour of Q355 and Q460 press-braked rectangular hollow section stub columns | |
Cotsovos et al. | Modelling of RC beams under impact loading | |
Li et al. | Probabilistic evaluation of the leak-tightness function of the nuclear containment structure subjected to internal pressure | |
Luo et al. | Fire-resistance design of ultimate and serviceability limit states for Q690 high-strength steel plate girders under patch loading | |
Zhao et al. | Shear capacity of corrugated steel plates with a random corrosion damage | |
Jindra et al. | Buckling curves of stainless steel CHS members: Current state and proposed provisions | |
Nassiraei et al. | Collar plate effect on local joint flexibility of tubular K-joints under IPB moments: Parametric study and predictive equations | |
Fan et al. | Experimental study on stainless steel C-columns with local-global interaction buckling | |
Zhang et al. | Numerical and theoretical study of buckling behavior of corroded H-section eccentric compression steel columns |