弯扭组合载荷下圆管半椭圆表面裂纹应力强度因子的有限元分析  

Finite element analysis for stress intensity factor of semi-elliptical surface crack in circular tube under torsion and bending

作　　者：何家胜[1] 朱光强[1] 朱晓明[2] 路远明[2] 吴建平[2] 

机构地区：[1]武汉工程大学机械工程学院,湖北武汉430074 [2]中国石油化工股份有限公司武汉分公司,湖北武汉430082

出　　处：《工程设计学报》2007年第2期153-159,共7页Chinese Journal of Engineering Design

摘　　要：对表面裂纹复合型应力强度因子的研究一直是线弹性断裂力学中的重要课题,例如弯扭组合载荷下圆管半椭圆表面裂纹应力强度因子的计算,到现在也没有一个正确的分析解.考虑到裂尖的应力奇异性,在裂纹前沿手动设置三维奇异单元,用三维有限元法中的1/4点位移法计算弯扭组合载荷下圆管表面椭圆裂纹前沿的Ⅰ型、Ⅱ型和Ⅲ型应力强度因子,并分析其随裂纹深度增加时的变化规律.运用该方法计算了有关模型的应力强度因子,并与该模型的实验值进行了比较,计算结果和实验结果吻合良好.Research on compound fracture mech tube under to an rsl ism. Taking calcu on and bending as stress intensity lation of SIF of an example, th factor （SIF） is a crucial subject in linear elastic semi-elliptical surface crack （SESC） in circular ere is still no exact analytic solution. Considering stress singularity in the tip of crack, 3D singular elements are set along the front edge of crack manually, and then Ⅰ, Ⅱ, Ⅲ SIF of SESC in circular tube under torsion and bending is calculated by 1/4 displacement of 3D FEA method. Furthermore, its changing rule with the increase of crack depth is analyzed. By utilizing this model, SIFs of related models are calculated and then the results are compared with those of experiments, which are very close.

关 键 词：1/4点奇异单元 有限元法 复合型应力强度因子 半椭圆表面裂纹 

分 类 号：TH49[机械工程—机械制造及自动化]