fatigue crack growth;
mixed-mode fracture;
strain energy density factor;
stress intensity factor;
D O I:
10.4028/www.scientific.net/KEM.321-323.733
中图分类号:
TQ174 [陶瓷工业];
TB3 [工程材料学];
学科分类号:
0805 ;
080502 ;
摘要:
The strain energy density factor approach under mixed-mode condition is used for the prediction of crack propagation in the orthotropic steel deck specimen, which is similar to that of existing suspension bridges. Stress intensity factor approach is used to compare with strain energy density factor approach for the fatigue crack growth analysis. The stress intensity factors are computed by numerical extrapolation using cracked models for the different crack length. The study shows that the fatigue crack propagation under mixed-mode condition is slower than that under mode I only. Parametric studies on the initial crack length, critical crack length and parameters related to crack growth equations are performed to show the influence of these parameters on the fatigue life.
机构:
Key Laboratory of Safety Control for Bridge Engineering of the Ministry of Education, Changsha University of Science & Technology, ChangshaKey Laboratory of Safety Control for Bridge Engineering of the Ministry of Education, Changsha University of Science & Technology, Changsha
Chen Z.-Y.
Li C.-X.
论文数: 0引用数: 0
h-index: 0
机构:
Key Laboratory of Safety Control for Bridge Engineering of the Ministry of Education, Changsha University of Science & Technology, ChangshaKey Laboratory of Safety Control for Bridge Engineering of the Ministry of Education, Changsha University of Science & Technology, Changsha
Li C.-X.
Ke L.
论文数: 0引用数: 0
h-index: 0
机构:
Key Laboratory of Safety Control for Bridge Engineering of the Ministry of Education, Changsha University of Science & Technology, ChangshaKey Laboratory of Safety Control for Bridge Engineering of the Ministry of Education, Changsha University of Science & Technology, Changsha
Ke L.
Guo L.-C.
论文数: 0引用数: 0
h-index: 0
机构:
Foshan Road & Bridge Construction Co. Ltd., FoshanKey Laboratory of Safety Control for Bridge Engineering of the Ministry of Education, Changsha University of Science & Technology, Changsha
Guo L.-C.
Song G.-B.
论文数: 0引用数: 0
h-index: 0
机构:
Intelligent Materials and Structures Laboratory, University of Houston, Houston, 77204, TXKey Laboratory of Safety Control for Bridge Engineering of the Ministry of Education, Changsha University of Science & Technology, Changsha
Song G.-B.
Zhongguo Gonglu Xuebao/China Journal of Highway and Transport,
2021,
34
(07):
: 301
-
312
机构:
Harbin Inst Technol, Composite Mat Res Lab, Harbin 150001, Peoples R ChinaHarbin Inst Technol, Composite Mat Res Lab, Harbin 150001, Peoples R China
机构:
Department of Mechanical Engineering, Indian Institute of Technology Patna, Bihta,801106, IndiaDepartment of Mechanical Engineering, Indian Institute of Technology Patna, Bihta,801106, India
Maity, Rathin
论文数: 引用数:
h-index:
机构:
Singh, Akhilendra
Paul, Surajit Kumar
论文数: 0引用数: 0
h-index: 0
机构:
Department of Mechanical Engineering, Indian Institute of Technology Patna, Bihta,801106, IndiaDepartment of Mechanical Engineering, Indian Institute of Technology Patna, Bihta,801106, India
机构:
Chung Ang Univ, Coll Engn, Sch Mech Engn, 84 HeukSeok Ro, Seoul 156756, South KoreaChung Ang Univ, Coll Engn, Sch Mech Engn, 84 HeukSeok Ro, Seoul 156756, South Korea