13.08: Plastic resistance of U sections under major-axis bending, shear force and bi-moments
Author:
Affiliation:
1. CTICM; Dept. Steel Construction; France
2. University of Lorraine; France
3. University Laval; Canada
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Reference7 articles.
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4. Grenztragfähigkeit von häufig verwendeten Stabquerschnitten für beliebige Schnittgrössen;Kindmann;Stahlbau,1999
5. Grundlage für die N-My-Mz-Interaktionsbeziehungen von I-Querschnitten. Bernoulli oder Mw = 0?;Rubin;Stahlbau,2000
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1. Algorithm for the plastic analysis of arbitrary steel cross sections based on finite element formulations;ce/papers;2023-09
2. Lateral torsional buckling of hot rolled channel sections – Numerical simulations and design proposal;ce/papers;2023-09
3. New interaction formula for plastic resistance of channel sections under combinations of bending moments My,Ed, Mz,Ed and bimoment BEd;Structures;2022-10
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