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- W2375327388 abstract "Reactive powder concrete (RPC) has ultra-high strength, high durability and high ductility, which shows good prospect in bridge building. However, research work is rarely done in its design. An assembled pre-stressed RPC trough beam model is designed with the self-developed RPC and an experimental study on RPC trough beam model is investigated to validate the bearing capacity and find the imperfection of the model. Through the introduction and analysis of the experimental phenomena on the model assembling, pre-stressing and loading process, it is found that the bottom tensile stress of the I-beam is very small and the reason for the failure of the model is the insufficient local bearing capacity between the web and the bottom flange. Based on the analysis on causes of crack distribution and model failure, suggestions for perfecting the model design are presented." @default.
- W2375327388 created "2016-06-24" @default.
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- W2375327388 date "2004-01-01" @default.
- W2375327388 modified "2023-09-26" @default.
- W2375327388 title "Study on Failure Experiment of RPC Trough Beam Model" @default.
- W2375327388 hasPublicationYear "2004" @default.
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