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- W2364199064 abstract "Based on the phenomenon of the bonding stress degradation in corrosion reinforced bar concrete beams,combining the material deterioration after steel bar corrosion,the flexural bearing capacity of corrosion reinforced concrete beams is investigated.?Under the introduction of the new bonding deformation compatibility condition,equilibrium equations are utilized to analyze the characteristics of corrosion reinforced concrete beams.The effects of bonding stress on the flexural bearing capacity and damage forms are divided into four stages of corrosion,the calculation model of the flexural bearing capacity of reinforced concrete beams are established and the test data of beams are validated using the comparison of the model.The results show that the model agrees well with the experimental results,which is expected that the calculation model has good practical value." @default.
- W2364199064 created "2016-06-24" @default.
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- W2364199064 date "2012-01-01" @default.
- W2364199064 modified "2023-09-24" @default.
- W2364199064 title "Calculation Models of the Flexural Bearing Capacity of Conrrosion Reinforeced Conerele Beanls" @default.
- W2364199064 hasPublicationYear "2012" @default.
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