Abstract
The collapse loads and mechanisms of a rigid-plastic plate with a square yield diagram, such as continuously reinforced concrete plate, are considered. Particular attention is paid to the case of a single concentrated load applied to a plate of arbitrary plan and with arbitrary boundary conditions. Upper-bound solutions are also given for a uniformly loaded plate of regular polygonal plan.
Reference9 articles.
1. Baker J. F. 1949 J . Inst. Civ.
2. Drucker D. C. & Hopkins H. G. 1954 Amer.
3. Hopkins H. G. & Wang A. J. 1954 Engrs 32 188.
4. pp. 517-20. J .Mech. Phys. Solids 3 117-29.
5. Jeffreys H. & Jeffreys B. S. 1950 Methods of mathematical physics 2nd ed. Cambridge University Press.
Cited by
44 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. 外径150mmの角形鋼管に適用するボルト式十字形柱継手の構造性能と設計;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-01-01
2. Viscoplastic plates;Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences;2021-10
3. A pseudo-equilibrium finite element for limit analysis of Reissner-Mindlin plates;Applied Mathematical Modelling;2021-08
4. Eric Harold Mansfield. 24 May 1923—20 October 2016;Biographical Memoirs of Fellows of the Royal Society;2021-06-16
5. Buckling-restrained steel bar damper for spine frame system;Engineering Structures;2021-02