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Experimental research on the deformation and failure of concrete under biaxial loading
Lu MF; Bai YL(白以龙); Lu, M.
Source Publication2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011 - Proceedings
2011
Conference Name2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011
Conference DateApril 22, 2011 - April 24, 2011
Conference PlaceLushan, China
AbstractIn this paper, the biaxial loading experiment for concrete is performed. The boundary displacements of the specimen in two directions, as the governing variables, maintain certain ratios. Two failure modes are found, catastrophic rupture and gradual failure. The biaxial loads drop simultaneously in catastrophic rupture. And the fluctuation value of deformation rise rapidly before the catastrophic rupture occurs. This reveals a sign of localization under biaxial loading. © 2011 IEEE.
KeywordBiaxial Loading Biaxial Loads Boundary Displacements Catastrophic Rupture Experimental Research Fluctuation Progressive Failure Two Directions
DepartmentLNM材料的分子/细观统计力学行为
ISBN9781457702907
URL查看原文
Indexed ByEI
Language中文
Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/60356
Collection非线性力学国家重点实验室
Corresponding AuthorLu, M.
Recommended Citation
GB/T 7714
Lu MF,Bai YL,Lu, M.. Experimental research on the deformation and failure of concrete under biaxial loading[C],2011.
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