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- W2365593860 abstract "Most buildings such as concrete structures and dams are badly effected by freeze-thaw cycling.According to the fact,0,25,50 and 75 cycles of freeze-thaw cycling are made to normal concrete,and triaxial compressive experiments on strength and deformation of normal concrete after,using the large static-dynamic triaxial test system for concrete in the State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology.Design stress radios are 0.1∶0.25∶1、0.1∶0.5∶1、0.1∶0.75∶1 and 0.1∶1∶1.The strength and deformation of concrete is measured,the effect of freeze-thaw cycling and stress ratios on concrete strength and deformation is analyzed based on experimental results.Study on the experiment indicates that the triaxial compressive strength of concrete is decreased with the increasing of freeze-thaw cycles,and the compressive strength is greater than uniaxial compressive strength because of the effect of stress ratio when concrete endured the same cycles of freeze-thaw cycling.Failure criterion of concrete under triaxial compressive stress after freeze-thaw cycles were established in octahedronal stress space.The study result provides structural assign and analysis foundation for structures of northen region such as dam、concrete bridge and ect.which work in triaxial compressive stress condition." @default.
- W2365593860 created "2016-06-24" @default.
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- W2365593860 date "2011-01-01" @default.
- W2365593860 modified "2023-09-25" @default.
- W2365593860 title "Experimental study on strength and deformation characteristic of normal concrete under triaxial compression after freeze-thaw cycling" @default.
- W2365593860 hasPublicationYear "2011" @default.
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