LIMIT ANALYSIS OF GRIDS UNDER COMBINED BENDING AND TORSION

被引：2
|
作者：
TINLOI, F
WAKEFIELD, RR
机构：
[1] School of Civil Engineering, University of New South Wales, Kensington
来源：
MECHANICS OF STRUCTURES AND MACHINES | 1990年 / 18卷 / 02期
关键词：
D O I：
10.1080/08905459008915664
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
This paper illustrates the application of a general matrix mathematical programming formulation for evaluation of the plastic collapse loads of plane grids under combined bending and torsion. The fundamental theory, based on the application of the static theorem of plasticity to discretized models of both the structure and its material constitutive law, is briefly developed. Two examples, relevant to bridge grillages, are presented. © 1990, Taylor & Francis Group, LLC. All rights reserved.
引用
收藏
页码：159 / 173
页数：15
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