Automatic yield-line analysis of slabs using discontinuity layout optimization

被引:42
作者
Gilbert, Matthew [1 ]
He, Linwei [1 ]
Smith, Colin C. [1 ]
Le, Canh V. [2 ]
机构
[1] Univ Sheffield, Dept Civil & Struct Engn, Sheffield S1 3JD, S Yorkshire, England
[2] Int Univ VNU HCMC, Dept Civil Engn, Ho Chi Minh City, Vietnam
来源
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES | 2014年 / 470卷 / 2168期
基金
英国工程与自然科学研究理事会;
关键词
slabs; plates; plasticity; limit analysis; layout optimization; yield-line analysis; LIMIT-ANALYSIS; FINITE-ELEMENTS; PLATES;
D O I
10.1098/rspa.2014.0071
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The yield-line method of analysis is a long established and extremely effective means of estimating the maximum load sustainable by a slab or plate. However, although numerous attempts to automate the process of directly identifying the critical pattern of yield-lines have been made over the past few decades, to date none has proved capable of reliably analysing slabs of arbitrary geometry. Here, it is demonstrated that the discontinuity layout optimization (DLO) procedure can successfully be applied to such problems. The procedure involves discretization of the problem using nodes interconnected by potential yield-line discontinuities, with the critical layout of these then identified using linear programming. The procedure is applied to various benchmark problems, demonstrating that highly accurate solutions can be obtained, and showing that DLO provides a truly systematic means of directly and reliably automatically identifying yield-line patterns. Finally, since the critical yield-line patterns for many problems are found to be quite complex in form, a means of automatically simplifying these is presented.
引用
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页数:23
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