Local–flexural interactive buckling behaviour and resistances of high-chromium stainless steel slender welded I-section columns

Published 2020 View Full Article

Authors

Keywords

Design analysis, Finite element modelling, Grade EN 1.4420 high-chromium stainless steel, Initial geometric imperfection measurements, International design standards, Local–flexural interactive buckling, Pin-ended column tests, Slender welded I-sections, Reliability analysis

Journal

ENGINEERING STRUCTURES

Volume 220, Issue -, Pages 111022

Publisher

Elsevier BV

Online

2020-07-07

DOI

10.1016/j.engstruct.2020.111022

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