STABILITY OF PLATES WITH RECTANGULAR HOLES

被引：38
作者：
BROWN, CJ
YETTRAM, AL
BURNETT, M
机构：
[1] Dept. of Mech. Engrg., Brunel Univ., Uxbridge, Middlesex,UB8 3PH, United Kingdom
[2] Alan Baxter and Assoc., London, United Kingdom
来源：
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1987年 / 113卷 / 05期
关键词：
Structural design;
D O I：
10.1061/(ASCE)0733-9445(1987)113:5(1111)
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The conjugate load/displacement method for elastic stability analysis is applied to square plates with a range of centrally located rectangular perforation sizes and shapes, subjected to various in-plane loading conditions. Results are presented for both fully fixed and simply supported boundary conditions giving lowest buckling coefficients. The increase of buckling coefficient with the removal of material, which occurs in many cases, is explained. Copyright © 1987 ASCE.
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页码：1111 / 1116
页数：6
相关论文
共 7 条
[1]   THE ELASTIC STABILITY OF SQUARE PERFORATED PLATES UNDER COMBINATIONS OF BENDING, SHEAR AND DIRECT LOAD [J].
BROWN, CJ ;
YETTRAM, AL .
THIN-WALLED STRUCTURES, 1986, 4 (03) :239-246
[2]  
Bulson PS, 1970, STABILITY FLAT PLATE
[3]   ELASTIC BUCKLING OF PERFORATED PLATES UNDER SHEAR [J].
NARAYANAN, R ;
DERAVANESSIAN, NGV .
THIN-WALLED STRUCTURES, 1984, 2 (01) :51-73
[4]  
TIMOSHENKO SP, 1977, THEORY ELASTIC STABI
[5]   THE ELASTIC STABILITY OF SQUARE PERFORATED PLATES UNDER BI-AXIAL LOADING [J].
YETTRAM, AL ;
BROWN, CJ .
COMPUTERS & STRUCTURES, 1986, 22 (04) :589-594
[6]   THE ELASTIC STABILITY OF SQUARE PERFORATED PLATES [J].
YETTRAM, AL ;
BROWN, CJ .
COMPUTERS & STRUCTURES, 1985, 21 (06) :1267-1272
[7]   A DIRECT MATRIX METHOD FOR ELASTIC STABILITY ANALYSIS OF PLATES [J].
YETTRAM, AL ;
AWADALLA, ES .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1968, 10 (11) :887-&
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