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- W2391915050 abstract "Aiming at the application of prestressed concrete prefabricated piles in foundation excavation,a new type of prestressed concrete rectangular pile was presented.Failure characteristics,crack development situation and flexural strength were researched by the flexural performance experiments of 9 rectangular supporting piles.Results showed that the deformation of rectangular supporting pile reflected good elasticity and ductility under the imposed load.The strain distribution of rectangular supporting pile was accorded with the plane hypothesis.The measured crack moment of rectangular supporting pile was 1.33 times higher than that of theoretical calculation.The measured ultimate bending moment was close to theoretical results.Based on experimental results,the correction advice about crack moment and ultimate bending moment of rectangular supporting piles was put forward.The calculated results agreed well with experimental results.It could be found that the flexural strength of rectangular supporting pile was 10%-20% higher than that of hollow piles under the similar conditions." @default.
- W2391915050 created "2016-06-24" @default.
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- W2391915050 date "2011-01-01" @default.
- W2391915050 modified "2023-09-25" @default.
- W2391915050 title "Flexural performance of rectangular prestressed high strength concrete supporting pile" @default.
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