Inelastic buckling behavior of stocky plates under interactive shear and in-plane bending

被引：8
作者：
Alinia, M. M. [1 ]
Soltanieh, Ghazaleh [1 ]
Amani, Mozhdeh [1 ]
机构：
[1] Amirkabir Univ Technol, Dept Civil Engn, Tehran 158754413, Iran
来源：
THIN-WALLED STRUCTURES | 2012年 / 55卷
关键词：
Stocky plates; Shear; Bending; Buckling; Interaction; POSTBUCKLING BEHAVIOR; RECTANGULAR-PLATES; WEB PLATES; PANELS; STIFFENERS; VIBRATION; SUBJECT; CRACKS; LOADS;
D O I：
10.1016/j.tws.2012.03.007
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Inelastic buckling and postbuckling behavior of stocky plates under combined shear and in-plane bending stresses are investigated and compared to slender plates. Aluminum and steel plates having various slenderness ratios are modeled and analyzed by means of (i) numerical nonlinear finite element method and (ii) theoretical p-Ritz energy method and both results are compared to the classic interaction equation. It is observed that whereas in slender plates, elastic buckling occurs prior to the material's proportional limit load, stocky plates buckle in an inelastic way within the post-yield stage. In contrast to slender plates with considerable postbuckling reserves, the buckling of stocky plates is immediately followed by softening. In addition, it is shown that the classic interaction equation overestimates buckling loads; and therefore, a modified equation that can safely be applied to both stocky and slender plates is proposed. (C) 2012 Elsevier Ltd. All rights reserved.
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收藏
页码：76 / 84
页数：9
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共 30 条
[1]  
*ABAQUS INC, ABAQUS 6 5 1 REF MAN
[2]   Buckling and post-buckling strength of shear panels degraded by near border cracks [J].
Alinia, M. M. ;
Hosseinzadeh, S. A. A. ;
Habashi, H. R. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2008, 64 (12) :1483-1494
[3]   A parametric study on the longitudinal stiffeners of web panels [J].
Alinia, M. M. ;
Moosavi, S. H. .
THIN-WALLED STRUCTURES, 2008, 46 (11) :1213-1223
[4]   Numerical modelling for buckling analysis of cracked shear panels [J].
Alinia, M. M. ;
Hosseinzadeh, S. A. A. ;
Habashi, H. R. .
THIN-WALLED STRUCTURES, 2007, 45 (12) :1058-1067
[5]   Influence of central cracks on buckling and post-buckling behaviour of shear panels [J].
Alinia, M. M. ;
Hosseinzadeh, S. A. A. ;
Habashi, H. R. .
THIN-WALLED STRUCTURES, 2007, 45 (04) :422-431
[6]   Cyclic behaviour, deformability and rigidity of stiffened steel shear panels [J].
Alinia, M. M. ;
Dastfan, M. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2007, 63 (04) :554-563
[7]   Postbuckling and ultimate state of stresses in steel plate girders [J].
Alinia, M. M. ;
Gheitasi, A. ;
Shakiba, Maryam .
THIN-WALLED STRUCTURES, 2011, 49 (04) :455-464
[8]   Shear failure characteristics of steel plate girders [J].
Alinia, M. M. ;
Shakiba, Maryam ;
Habashi, H. R. .
THIN-WALLED STRUCTURES, 2009, 47 (12) :1498-1506
[9]   On the design of stiffeners in steel plate shear walls [J].
Alinia, M. M. ;
Shirazi, R. Sarraf .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2009, 65 (10-11) :2069-2077
[10]   Nonlinearity in the postbuckling behaviour of thin steel shear panels [J].
Alinia, M. M. ;
Habashi, H. R. ;
Khorram, A. .
THIN-WALLED STRUCTURES, 2009, 47 (04) :412-420
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