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- W2388890023 abstract "A total of 9 pieces of unstrengthened and strengthened two-way reinforced concrete(RC)slabs were tested under the concentrated load.The failure types and mechanical properties of the specimens bonded external Carbon Fiber Reinforced Polymer(CFRP),steel strips or CFRP and steel combined strips were investigated.The influences of the different reinforcement methods,the dosage of CFRP and strip spacing on the cracking load,ultimate strength,stiffness and ductility were analyzed.The test results indicated that strengthening two-way RC slabs with CFRP and steel combined strips was effective in greatly improving the cracking load,the ultimate load capacity and the bending stiffness.The combination strengthening slabs also behave well ductility.In a certain range,with the dosage of CFRP increasing,the combination strengthening slabs showed an increasing trend in the ultimate load capacity and bending stiffness,while had a decreasing trend in ductility.With the strip spacing increasing,the combination strengthening slabs had a decreasing trend in cracking load and ductility,while had no change on bending stiffness." @default.
- W2388890023 created "2016-06-24" @default.
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- W2388890023 date "2013-01-01" @default.
- W2388890023 modified "2023-09-27" @default.
- W2388890023 title "Experimental Study on Two-way RC Slabs Combination Strengthened with Well-form CFRP and Steel Strips under the Concentrated Load" @default.
- W2388890023 hasPublicationYear "2013" @default.
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