Flexural resistance of thin-web singly-symmetric steel I-sections exhibiting early tension flange yielding

Author:

Slein Ryan,Kamath Ajit M.,Phillips Matthew,Toğay Oğuzhan,Sherman Ryan J.,White Donald W.

Publisher

Elsevier BV

Reference44 articles.

1. Flexural resistance of longitudinally stiffened plate girders, Report to American Association of State Highway and Transportation Officials (AASHTO) and American Iron and Steel;Subramanian,2017

2. Toward the Recognition of Unaccounted for Flange Local Buckling and Tension Flange Yielding Resistances in the ANSI/AISC 360 Specification;Toğay,2018

3. Built-Up I-section member flexural resistance: Inelastic Cb effects from web shear post-buckling and early tension yielding;Deshpande,2021

4. Specification for Structural Steel Buildings, ANSI/AISC 360–22;AISC,2022

5. Eurocode 3: Design of Steel Structures - Part 1–1: General Rules and Rules for Buildings, EN 1993-1-1:2022 E;CEN,2022

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