English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Plus monthly

Global: Zendy Tools annual

Global: Zendy Tools monthly

Global: Zendy Free Plan

A general beam theory is developed capable of treating elasto-plastic bending behavior of steel structures subjected to (a) incrementary load and (b) repeated load combined with axial load ; Attention is focused on the evaluation of the effects of residual stress and finite deformation. Extended complementary energy method is employed throughout the analysis and numerical results are presented for stress, curvature and deflection of steel members with rectangular and I-sections of the structures. Problems of plastic stability are also considered theoretically from the same energy viewpoint.

ELASTO-PLASTIC ANALYSIS OF STEEL STRUCTURES CONSIDERING THE EFFECTS OF RESIDUAL STRESS AND FINITE DEFORMATION