首页> 外文期刊>力学学报:英文版 >Three dimensional K-Tz stress fields around the embedded center elliptical crack front in elastic plates
【24h】

Three dimensional K-Tz stress fields around the embedded center elliptical crack front in elastic plates

机译:弹性板中嵌入中心椭圆形裂纹前沿周围的三维K-Tz应力场

获取原文
获取原文并翻译 | 示例
           

摘要

Through detailed three-dimensional(3D)finite element(FE)calculations,the out-of-plane constraints Tz along embedded center-elliptical cracks in mode I elastic plates are studied.The distributions of Tz are obtained near the crack front with aspect ratios (a/c) of 0.2,0.4,0.5,0.6,0.8 and 1.0.Tz decreases from an approximate value of Poisson ratio ν at the crack tip to zero with increasing normalized radialdistances (r/a) in the normal plane of the crack front line,and increases gradually when the elliptical parameter angle φ changes from 0°to 90°at the sanle r/a.with a/c rising to 1.0,Tz is getting nearly independent of φ and is only related to r/a.Based on the present FE calculations for Tz,empirical formulas for Tz are obtained to describe the 3D distribution of Tz for embedded center-elliptical cracks using the least squares method in the range of 0.2 ≤ a/c ≤ 1.0.These Tz results together with the corresponding stress intensity factor K are well suitable for the analysis of the 3D embedded center-elliptical crack front field,and a two-parameter K-Tz principle is proposed.
机译:通过详细的三维(3D)有限元(FE)计算,研究了模式I弹性板沿嵌入的中心椭圆形裂纹的平面外约束Tz。获得了纵横比在裂纹前沿附近的Tz分布(a / c)为0.2、0.4、0.5、0.6、0.8和1.0.Tz随着裂纹法线中的归一化径向距离(r / a)增加而从裂纹尖端的泊松比v的近似值减小到零在椭圆r / a处,当椭圆参数角φ从0°变为90°时,它逐渐增大。当a / c升高到1.0时,Tz几乎与φ无关,并且仅与r / a有关。根据当前的Tz有限元计算,获得Tz的经验公式,使用最小二乘法在0.2≤a / c≤1.0的范围内描述嵌入式中心椭圆形裂纹的Tz的3D分布。相应的应力强度因子K非常适合3D em分析提出了层状椭圆形裂纹前场,并提出了两参数K-Tz原理。

著录项

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