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- W2364401780 abstract "Twelve specimens were tested to investigate the flexural behavior of the prestressed steel reinforced ultrahigh strength composite concrete beams. Test results such as load-deflection curve and strain distribution at mid-span section of the beams were studied. The test results indicate that the characteristics such as cracking,yielding point,peak point and load retention on the load-deflection curve of composite beams are obvious. The mid-span section of specimens follows the plane section assumption until the load reaches 90% of the peak load. After limit state,this form composite beams has a high load retention due to the change of steel section stress after the brittle failure of ultrahigh strength concrete. By analyzing test data,two calculation methods were proposed base on simple superposition method and deformation collaborative analysis to calculate the flexural capacity for prestressed steel reinforced ultrahigh strength composite concrete beams. The results indicate that the two methods have some applicability. The simple superposition method is more conservative,but the calculations by deformation collaborative analysis are in good agreement with the test results." @default.
- W2364401780 created "2016-06-24" @default.
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- W2364401780 date "2014-01-01" @default.
- W2364401780 modified "2023-09-26" @default.
- W2364401780 title "Experimental study on flexural capacity of prestressed steel reinforced ultra-high strength composite concrete beams" @default.
- W2364401780 hasPublicationYear "2014" @default.
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