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Anti-plane fundamental solutions of functionally graded materials and applications to fracture mechanics

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成果类型:
期刊论文
作者:
Li, J.;Huang, T.*;Yue, J. H.;Shi, C.;Wen, P. H.*
通讯作者:
Huang, T.;Wen, P. H.
作者机构:
[Li, J.] Changsha Univ Sci & Technol, Sch Math & Stat, Changsha, Hunan, Peoples R China.
[Huang, T.] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Hunan, Peoples R China.
[Yue, J. H.] Taiyuan Univ Technol, Coll Math, Taiyuan, Peoples R China.
[Wen, P. H.; Shi, C.] Queen Mary Univ London, Sch Engn & Mat Sci, London E1 4NS, England.
通讯机构:
[Huang, T.] C
[Wen, P. H.] Q
Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Hunan, Peoples R China.
Queen Mary Univ London, Sch Engn & Mat Sci, London E1 4NS, England.
语种:
英文
关键词:
Beams and girders;Elasticity;Fracture;Fracture mechanics;Laplace transforms;Shear stress;Stress intensity factors;Time domain analysis;Anti-plane;Displacement method;Fundamental solutions;Inversion methods;Laplace transform techniques;Mass densities;Mode III fractures;Time-dependent variables;Functionally graded materials
期刊:
JOURNAL OF STRAIN ANALYSIS FOR ENGINEERING DESIGN
ISSN:
0309-3247
年:
2017
卷:
52
期:
7
页码:
422-433
基金类别:
The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: This study was partially supported by the Natural and Science Foundation Council of China (to J. L., no. 11301040) and the Science Research Fund of Hunan Provincial Education Department (to J. L., no. 17B003), and also partially supported by the National Natural Science Foundation of China (to T.H., no. 51608055).
机构署名:
本校为第一且通讯机构
院系归属:
交通运输工程学院
数学与统计学院
摘要:
In this article, the fundamental solutions for anti-plane elasticity are derived using the Fourier transform and the Laplace transform techniques, with the shear modulus and the mass density varying exponentially for functionally graded materials. It has been shown that the transformed fundamental solutions both in the Laplace space and in the time domain have the same order of singularities as that in the static case. The time-dependent variables including the displacement and the shear stresses for anti-plane elasticity are obtained with Durb...

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