Experimental study on mechanical behaviors of pseudo-ductile cementitious composites under biaxial compression

查看全文 作　　者：ZHOU [1]JiaJia;PAN [1]JinLong;LEUNG Christopher Kin [2]Ying;LI [2]ZongJin

机构地区：[1]Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University;[2]Department of Civil and Environmental Engineering,Hong Kong University of Science and Technology

出　　处：《Science China(Technological Sciences)》索引2013年第56卷第4期,共7页

基　　金：supported by the National Natural Science Foundation of China (Grant No. 51278118);the National Basic Research Program of China ('973' Program) (Grant No. 2009CB623200);the Priority Academic Program Development of Jiangsu Higher Education Institutions 摘　　要：Experimental investigation was conducted to characterize the responses of pseudo-ductile cementitious composites (PDCCs) when subjected to uniaxial and biaxial compression.The PDCCs is a class of fiber reinforced cementitious composites with ultra-high ductility by using a low volume fraction (2%) of polyvinyl alcohol (PVA) fiber.Two different strength grades of PDCC were examined with cubic specimen size of 100 mm in the tests.The specimens were loaded with a servo-hydraulic jack at different stress ratios.The principle stresses and strains of the specimens were recorded,and the failure modes with various stress states were examined.The test results indicated that the ultimate strength of PDCCs increased due to the lateral confinement in the other principal stress direction,and the maximum ultimate strength occurred at the biaxial stress ratio of 0.25,which was very different from common concrete material.For the PDCC specimens,the biaxial strength may be lower than the uniaxial strength when subjected to biaxial compression with the stress ratio of 1.0,and the failure mode showed a shear-type failure because of the bridging effect of fibers.Finally,a failure criterion was proposed for PDCCs under biaxial compression. 关键词：水泥基复合材料双轴压缩材料力学行为高韧性实验极限强度纤维增强试样尺寸

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Experimental study on mechanical behaviors of pseudo-ductile cementitious composites under biaxial compression

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