Abstract: Quantitative examples of the hysteretic behavior of an elastic‐plastic bar are presented by making use of the basic equations that have been derived in a preceding paper in a simple closed form. The prismatic bar is subjected ...

Abstract: An analysis is presented to determine the permanent deformation of a rigid-plastic clamped beam with constraints against axial displacements at the ends. The beam carries a concentrated mass at ...

Abstract: A theoretical study is made of the permanent deformation of a clamped beam with constraints against axial displacements at the ends. The beam carries a concentrated mass at its center and is ...

Abstract: An experimental study is made of the permanent deformation of clamped beams with and without constraints against axial displacements at the ends. The beams carry a concentrated mass at the ...

Abstract: A theoretical study is made of the inelastic hysteretic behavior of an axially loaded bar member. Variable repeated loading is applied by axial load, axial displacement, change in temperature, or a combination of these ...

Abstract: This study investigates damage process to steel structural members after buckling by subjecting them to large repetitive deformations such as strong earthquake loading up to the ultimate cracking state. Experiments were ...