Strain-hardening dependent cross-sectional slenderness limits for the plastic resistance of steel beams
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference46 articles.
1. EN 1993-1-1 Eurocode 3: Design of steel structures—Part 1–1: General rules and rules for buildings,2005
2. Role of local slenderness in the rotation capacity of structural steel members;Torabian;J. Constr. Steel Res.,2014
3. Experimental and numerical investigations on the rotation capacity of high-strength steel beams;Bartsch;J. Struct. Eng.,2021
4. On the plastic design of high-strength steel beams;Bartsch;Steel Construct.,2021
5. Flexural strength and rotation capacity of welded I-section steel beams with longitudinally profiled flanges;Liu;J. Constr. Steel Res.,2020
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Çarpık Eksenli Standart Çelik Profillerin Eğilme Kapasitelerinin İncelenmesi;Iğdır Üniversitesi Fen Bilimleri Enstitüsü Dergisi;2024-03-01
2. Strain‐hardening dependent cross‐sectional slenderness limits for the elastic resistance of steel beams;ce/papers;2023-09
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