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- W2352558121 abstract "In order to study the ultimate bearing capacity of RC T-section beams reinforced with steel plates and carbon fiber reinforced plastic(CFRP) under different paste thicknesses,two finite element models of ANSYS are presented.The results show that the ultimate bearing capacity does not linearly grow in step with the thickening of steel plates and CFRP,and is no longer in increment when the thickness of reinforcement materials exceeds its extreme.If the thickness of the steel plates exceeds 8 mm and the thickness of the CFRP exceeds 0.334 mm,the failure modes of RC T-section beams will be changed.Brittle fracture will be transformed into plastic failure.The ultimate bearing capacity of RC T-section beams reinforced with CFRP increases more obviously than the one with bounded steel plates." @default.
- W2352558121 created "2016-06-24" @default.
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- W2352558121 date "2010-01-01" @default.
- W2352558121 modified "2023-09-27" @default.
- W2352558121 title "Analysis on Thickness of Reinforcement Material and Ultimate Bearing Capacity of RC T-section Beams Strengthened with Steel Plate and CFRP" @default.
- W2352558121 hasPublicationYear "2010" @default.
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