首页> 外文期刊>Engineering Fracture Mechanics >The effects of load biaxiality and plate length on the limit load of a centre-cracked plate
【24h】

The effects of load biaxiality and plate length on the limit load of a centre-cracked plate

机译:载荷双轴性和板长对中心裂纹板极限载荷的影响

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

Fitness-for-service codes need to treat the effects of multiaxial stress on the limit load. This paper examines the effects of a wide range of biaxial loading and plate length on the limit load of a centre-cracked plate in plane strain. Solutions are obtained from upper and lower bound theorems of limit analysis and finite element analysis. The bounds are exact for a range of biaxial stress ratios including all negative biaxiality for long plates. At high positive biaxiality, the upper and lower bounds also converge. For loadings close to equal biaxiality, the limit load is significantly elevated by the biaxiality. (C) 2015 Elsevier Ltd. All rights reserved.
机译:适用性健身规范需要处理多轴应力对极限载荷的影响。本文研究了大范围的双轴载荷和板长对中心应变板在平面应变中的极限载荷的影响。从极限分析和有限元分析的上下定理获得解。对于一系列双轴应力比(包括长板的所有负双轴性),边界是精确的。在高正双轴性下,上下边界也会收敛。对于接近相等双轴性的载荷,极限载荷会由于双轴性而显着提高。 (C)2015 Elsevier Ltd.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号