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- W2373514449 abstract "In order to study the failure mechanism of ultrashort steel fiber reinforced concrete(SFRC) under compression/shear composite loading,three batches of cubic specimens containing fiber volume fraction of 0,1.5% and 3% were made,the side-length of the specimen is 7cm.After casting,demoulding and curing,the compression-shear failure tests are conducted on material test system,the angles of specimen fixture for the wedge shear apparatus are typically changed.Based on the experimental data,the shear curves of for SFRC with three volume fractions are plotted and thus the corresponding cohesion C and internal friction angle are obtained.The relationship between the strength indices and the fiber volume fraction is further discussed.The conclusions can offer some reference value for engineering design and material choice." @default.
- W2373514449 created "2016-06-24" @default.
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- W2373514449 date "2010-01-01" @default.
- W2373514449 modified "2023-09-25" @default.
- W2373514449 title "Experimental research on compression-shear failure of ultrashort steel fiber reinforced concrete" @default.
- W2373514449 hasPublicationYear "2010" @default.
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