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Spherical Indentation Method for Measuring Biaxial Residual Stresses Without Using Stress-Free Sample 期刊论文
EXPERIMENTAL MECHANICS, 2024, 页码: 18./通讯作者：Piao, Z., Chen, P.
作者:  Peng G;  Zhang L;  Li, S;  Xun Y(郇勇);  Piao Z;  Chen P
收藏  |  浏览/下载：47/0  |  提交时间：2024/11/22
Spherical indentation  Biaxial residual stresses  Residual indentation imprint  Loading work  Finite element simulation  
Estimation of C*-Integral for Central Cracked Plate Under Biaxial Loading 期刊论文
INTERNATIONAL JOURNAL OF APPLIED MECHANICS, 2020, 卷号: 12, 期号: 7, 页码: 2050079./通讯作者：Dai, YW
作者:  Dai YW;  Qin F;  Liu YH;  Feng WZ;  Qian GA(钱桂安)
Adobe PDF(1087Kb)  |  收藏  |  浏览/下载：298/102  |  提交时间：2020/12/28
Extended reference stress method  SEMIELLIPTIC SURFACE CRACKS  C*-integral  LIMIT LOAD  biaxial loading  CREEP  reference stress method  DEFECTS  biaxial limit load  TENSION  
Analysis of the effect of out-of-phase biaxial fatigue loads on crack paths in cruciform specimens using XFEM 期刊论文
INTERNATIONAL JOURNAL OF FATIGUE, 2019, 卷号: 123, 页码: 87-95./通讯作者：Giner, Eugenio
作者:  Infante-Garcia D;  Qian GA(钱桂安);  Miguelez H;  Giner E
浏览  |  Adobe PDF(2161Kb)  |  收藏  |  浏览/下载：303/116  |  提交时间：2019/05/29
XFEM  Cruciform specimen  Biaxial fatigue loading  Crack paths  
Comparison of constraint analyses with global and local approaches under uniaxial and biaxial loadings 期刊论文
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2018, 卷号: 69, 页码: 135-146
作者:  Qian GA(钱桂安);  Cao YP;  Niffenegger M;  Chao YJ.;  Wu WW
浏览  |  Adobe PDF(1811Kb)  |  收藏  |  浏览/下载：350/142  |  提交时间：2018/07/17
Constraint  Biaxial Loading  Cruciform Specimen  Local Approach To Fracture  
Experimental research on the deformation and failure of concrete under biaxial loading 会议论文
2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011, Lushan, China, April 22, 2011 - April 24, 2011
作者:  Lu MF;  Bai YL(白以龙);  Lu, M.
浏览  |  Adobe PDF(509Kb)  |  收藏  |  浏览/下载：293/101  |  提交时间：2017/06/20
Biaxial Loading  Biaxial Loads  Boundary Displacements  Catastrophic Rupture  Experimental Research  Fluctuation  Progressive Failure  Two Directions