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	Damage degradation of concrete due to compressive fatigue loading
	Li, QB ; Lu, PY ; Zhang, LX
	2010-05-10 ; 2010-05-10
会议名称	ADVANCES IN ENGINEERING PLASTICITY AND ITS APPLICATIONS, PTS 1 AND 2 ; 7th Asia-Pacific Symposiumon Engineering Plasticity and Its Applications (AEPA 2004) ; Shanghai, PEOPLES R CHINA ; Web of Science
关键词	damage mechanics fatigue bounding surface concrete MODEL Materials Science, Ceramics Materials Science, Composites
中文摘要	An anisotropic damage model for concrete subjected to compressive fatigue loading is developed based on continuum damage mechanics with the concept of bounding surface. The damage and stress-strain relationships for concrete between monotonic and fatigue loading are obtained by means of the assumption of uniqueness deformation. The related parameters of the model are regressed by the test results of monotonic, single stage fatigue and the combination of multi-stage fatigue and monotonic of the paper. The comparison indicates a good agreement between the theory and the experiment results.; Shanghai Jiaotong Univ
会议录出版者	TRANS TECH PUBLICATIONS LTD ; ZURICH-UETIKON ; BRANDRAIN 6, CH-8707 ZURICH-UETIKON, SWITZERLAND
语种	英语 ; 英语
内容类型	会议论文
源URL	[http://hdl.handle.net/123456789/20111]
专题	清华大学
推荐引用方式 GB/T 7714	Li, QB,Lu, PY,Zhang, LX. Damage degradation of concrete due to compressive fatigue loading[C]. 见:ADVANCES IN ENGINEERING PLASTICITY AND ITS APPLICATIONS, PTS 1 AND 2, 7th Asia-Pacific Symposiumon Engineering Plasticity and Its Applications (AEPA 2004), Shanghai, PEOPLES R CHINA, Web of Science.

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