Random field of initial deflections and strength of thin rectangular plates

被引:17
作者
Sadovsky, Z. [1 ]
Soares, C. Guedes
Teixeira, A. P.
机构
[1] Slovak Acad Sci, Inst Construct & Architecture, USTARCH SAV, Bratislava 84503, Slovakia
[2] Univ Tecn Lisboa, Inst Super Tecn, Unit Marine Technol & Engn, P-1049001 Lisbon, Portugal
关键词
rectangular plate; in-plane load; collapse strength; initial deflection; random field; reliability;
D O I
10.1016/j.ress.2006.09.026
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The use of an integral measure of initial deflections of thin plates, based on the strain energy, has proved to be of importance in studying the influence of the imperfections on the strength of plates subjected to in-plane compression. The energy measure allows for a straightforward definition of compound modes and for a computational determination of the lower bound strength. The last quantity may be essential for assessment of plate design strength considering the imperfections as a random field. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1659 / 1670
页数:12
相关论文
共 23 条
[1]   Future directions and challenges in shell stability analysis [J].
Arbocz, J ;
Starnes, JH .
THIN-WALLED STRUCTURES, 2002, 40 (09) :729-754
[2]   NONLINEAR BUCKLING OF RECTANGULAR PLATES [J].
BAUER, L ;
REISS, EL .
JOURNAL OF THE SOCIETY FOR INDUSTRIAL AND APPLIED MATHEMATICS, 1965, 13 (03) :603-&
[3]   Probabilistic buckling analysis of plates and shells [J].
Chryssanthopoulos, MK .
THIN-WALLED STRUCTURES, 1998, 30 (1-4) :135-157
[4]  
Dow R S, 1984, Journal of Constructional Steel Research, V4, P51
[5]   Uncertain buckling: its past, present and future [J].
Elishakoff, I .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2000, 37 (46-47) :6869-6889
[6]   Imperfection sensitivity of flat plates under combined compression and shear [J].
Featherston, CA .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2001, 36 (02) :249-259
[7]  
Frieze P.A., 1977, STEEL PLATED STRUCTU, P24
[8]  
Guedes Soares C, 1993, MARINE STRUCTURES, V6, P553
[9]  
HARDING J, 1985, INGENIEURS ARCHITECT, P9
[10]  
Hlavacek I, 1962, ACTA TECHNICA CSAV, V7, P174