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- W2374038765 abstract "The experimental research on the shear resistance of RC beams combination strengthened with Carbon Fiber Reinforced Polymer(CFRP) and steel plate was conducted.The failure types,performing characteristics and failure mechanism of the specimens were investigated.The influence of different strengthening methods,shear-span ratio,the ratio of CFRP and steel plates and bond methods on strengthening effectiveness was analyzed.The results show that the combined strengthening method can increase the shear resistance greatly,and the rigidity and the deformability also increase.Compared to strengthening with CFRP,the combination strengthening method increases the utilization ratio.The shear resistance and the ductility increase with the shear-span ratio.The strengthening effectiveness of the U-form anchorage is better than that of the double-sided bond and the 45° bond's is better than the 90° bond's.Increasing the ratio of CFRP or steel plates can improve the shear resistance of the specimens.It can provide a reference for engineering application." @default.
- W2374038765 created "2016-06-24" @default.
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- W2374038765 date "2007-01-01" @default.
- W2374038765 modified "2023-09-23" @default.
- W2374038765 title "Experimental Research on Shear Capacity of RC Beams Combination Strengthened With CFRP and Steel Plate" @default.
- W2374038765 hasPublicationYear "2007" @default.
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