Elasto‐Plastic Analysis of Box‐Beam‐Columns Including Local Buckling Effects

Numerical analysis of highly deformable elastoplastic beams

“…This model has been firstly applied to the finite Euler-Bernoulli bending in the work of Lewis and Monasa (1981). In the elastoplastic regime, there are many uniaxial models that can be used for beams (see, for instance, Hutchinson (1972); Chan et al (1991); Cimetière and Léger (1996); Durban and Zuckerman (1999)): bilinear, multi-linear, RambergOsgood, linear elastic with hardening etc. An important and very suitable model for sheet-metal forming processes is the Swift isotropic hardening law (Swift, 1947).…”

Strength and Ductility Evaluation Method for Steel Bridge Pier Frames Considering Effect of Shear Failure

“…For the shear failure of steel pier frames due to the shear local buckling, the experimental investigations have been conducted [7,8], but the corresponding evaluation method is sparse and specific quantitative criterion to relate these failure modes to steel bridge piers is lacking. Besides, for steel bridge pier frames, both bending and shear failure verifications should be conducted in order to identify which type of failure will occur, especially during earthquake loading [9][10][11].…”

Model of local buckling in steel hollow structural elements subjected to biaxial bending

“…The analytical procedures for the analysis of local buckling can be classified into four categories: the use of nonlinear shell theories and the finite element method (see for instance [18][19][20][21][22][23]), beam theories such as the one proposed in the classic paper by Sohal & Chen [24], semi-empirical methods and lumped damage mechanics [13][14][15]. The present work can be included in the last category.…”