Elastic-plastic analysis of biaxially loaded center-cracked plates

被引:38
|
作者
O'Dowd, NP
Kolednik, O
Naumenko, VP
机构
[1] Univ London Imperial Coll Sci Technol & Med, Dept Mech Engn, London SW7 2BX, England
[2] Austrian Acad Sci, Erich Schmid Inst Festkorperphys, A-8700 Leoben, Austria
[3] Natl Acad Sci Ukraine, Inst Problems Strength, UA-252014 Kiev, Ukraine
关键词
D O I
10.1016/S0020-7683(98)00257-1
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Center-cracked panels loaded in biaxial tension are examined in this paper. Calibration relations for the J integral and the Q constraint factor are presented fora Ramberg-Osgood power law hardening material under plane stress and plane strain loadings. Two cases are examined:an isolated crack and a periodic array of cracks both under biaxial loading conditions. The latter has previously been studied: for plane stress conditions. A number of different J estimation schemes are proposed based on the remote load and displacement and their dependence on geometry, biaxiality, and material properties is discussed. The variation of constraint, as characterised by Q, is also presented for plane stress and plane strain conditions. Simple slip line field solutions are derived for perfectly plastic conditions and the resulting limit load solutions are compared with numerically determined values. Implications for failure of cracked plates under biaxial loading are discussed. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:5639 / +
页数:22
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