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- W2181774228 abstract "This paper presents a rational shear transfer model for high-strength steel fiber-reinforced concrete (HSSFRC). The model inherently considers shear transfer across smooth cracks, bridged by stiff steel fibers, and the resulting crack slip. When implemented into a nonlinear FE algorithm, the model is shown to perform well in simulating the response of uniaxially reinforced HSSFRC panels in shear, including load-deformation response and inclination of principal stress-strain fields. It is shown that while steel fibers are effective in limiting crack slip, they may also deteriorate shear transfer capacity." @default.
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- W2181774228 date "2010-01-01" @default.
- W2181774228 modified "2023-10-05" @default.
- W2181774228 title "INVESTIGATING SHEAR TRANSFER ACROSS CRACKS IN HIGH PERFORMANCE STEEL FIBER-REINFORCED CONCRETE" @default.
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