Post‐Yield Analysis of Rigid‐Plastic Beams with Variable Restraints
Author:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281991%29117%3A1%2854%29
Reference11 articles.
1. Baker J. F. Horne M. R. and Heyman J. (1956). The steel skeleton Vol. II: Plastic behavior and design . Cambridge University Press Cambridge U.K.
2. Effect of deflexion on the plastic collapse of beams with distributed load
3. The Effect of Geometry Changes on the Load Carrying Capacity of Beams Under Transverse Load
4. Plastic beams at finite deflection under transverse load with variable end-constraints
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. Elastoplastic Deflections for Prismatic and Nonprismatic Beams;Journal of Engineering Mechanics;1993-06
2. Effect of axial restraints on the deflection of strain hardening beams;International Journal of Mechanical Sciences;1993-05
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