Inelastic Stability Analysis Of Uniaxially Compressed Flat Rectangular Isotropic CCSS Plate

This study investigates the inelastic stability of a thin flat rectangular isotropic plate subjected to uniform uniaxial compressive loads using Taylor-Maclaurin series formulated deflection function. The plate has clamped and simply supported edges in both characteristic directions (CCSS boundary conditions). The governing equation is derived using a deformation plasticity theory and a work principle. Values of the plate buckling coefficient are calculated for aspect ratios from 0.1 to 2.0 at intervals of 0.1. The results compared favourably with the elastic stability values and the percentage differences ranged from −0.353% to −7.427%. Therefore, the theoretical approach proposed in this study is recommended for the inelastic stability analysis of thin flat rectangular isotropic plates under uniform in-plane compression.

Elasto-Plastic Stability Analysis of a Twin Continuous Rigid Frame Bridge with 195m High Single Pier

Aiming at 195m high single pier of Hezhang Bridge, elasto-plastic stability analysis on static wind loads and temperature gradients at the longest cantilevered stage for single pier has been performed by ANSYS software. To overcome the problem on buckling of main girder ahead of piers, a loading way with concentrated force instead of uniform load was presented. A general expression of beam element-based temperature distribution along pier was given. Stability analysis under three different actions of wind load at the longest cantilevered stage was conducted according to Chinese Wind-resistent Design Specification for Highway Bridges. The results show that whatever static wind load or thermal gradient effect is, the inelastic stability factors against buckling are all over 3.0 and satisfy the engineering requirement.