相似文献/References:
[1]郑冠雨,王辉..基于基本解的杂交有限元法计算应力强度因子[J].郑州大学学报(工学版),2011,32(04):26.[doi:10.3969/j.issn.1671-6833.2011.04.007]
[2]程站起,卢纪富..功能梯度板条Ⅲ型裂纹问题研究[J].郑州大学学报(工学版),2006,27(04):89.[doi:10.3969/j.issn.1671-6833.2006.04.022]
Cheng stood up,Lu Jifu.Study on the crack problem of functional gradient slats type III [J].Journal of Zhengzhou University (Engineering Science),2006,27(02):89.[doi:10.3969/j.issn.1671-6833.2006.04.022]
[3]杜云海,郭同德..自由边半平面体裂纹问题的超奇异积分方程法[J].郑州大学学报(工学版),2003,24(01):28.[doi:10.3969/j.issn.1671-6833.2003.01.007]
Du Yunhai,Guo Tongde.Super-singular integral equation method for free-edged half-planar crack problems[J].Journal of Zhengzhou University (Engineering Science),2003,24(02):28.[doi:10.3969/j.issn.1671-6833.2003.01.007]
[4]乐金朝,丁武洋,谢丽..路面结构裂缝应力强度因子数值计算[J].郑州大学学报(工学版),2002,23(02):41.[doi:10.3969/j.issn.1671-6833.2002.02.012]
Lejin Dynasty,DING Wuyang,Xie Li.Numerical calculation of stress intensity factor of pavement structure cracks[J].Journal of Zhengzhou University (Engineering Science),2002,23(02):41.[doi:10.3969/j.issn.1671-6833.2002.02.012]
[5]胡良明,李宗坤,周鸿钧..重力坝坝踵界面裂缝的地震断裂分析[J].郑州大学学报(工学版),2002,23(03):101.[doi:10.3969/j.issn.1671-6833.2002.03.028]
HU Liangming,Li Zongkun,Zhou Hongjun.Seismic fault analysis of heel interface fractures of gravity dams[J].Journal of Zhengzhou University (Engineering Science),2002,23(02):101.[doi:10.3969/j.issn.1671-6833.2002.03.028]
[6]乐金朝,包旭,王复明..板条共线裂纹问题的超奇异积分方程方法[J].郑州大学学报(工学版),2001,22(02):16.[doi:10.3969/j.issn.1671-6833.2001.02.005]
Lejin Dynasty,Bao Xu,Wang Fuming.A super-singular integral equation method for the slat-collinear crack problem[J].Journal of Zhengzhou University (Engineering Science),2001,22(02):16.[doi:10.3969/j.issn.1671-6833.2001.02.005]
[7]陈颂英,唐委校,冷霞,等.用边界轮廓法求解断裂力学L积分[J].郑州大学学报(工学版),1998,19(04):34.
Chen Songying,the Tang Dynasty school,Lngarian Xia,et al.Use the boundary contour method to break the luster mechanics L points[J].Journal of Zhengzhou University (Engineering Science),1998,19(02):34.