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- W596253434 abstract "The need to upgrade the capacity of structural members is growing due to the aging infrastructure elements and the expanding volume of traffic. The use of external fiber-reinforced polymer plates bonded to the tensile face of beams has proven to be effective in increasing the ultimate strength. With this in mind, this paper develops a rigorous analytical procedure for calculating the deflection of simple beams at any load stage. A parametric study is conducted to examine the relevance of the ACI original and modified equations for a wide range of geometric and material properties as well as different loading conditions." @default.
- W596253434 created "2016-06-24" @default.
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- W596253434 date "2003-01-01" @default.
- W596253434 modified "2023-09-23" @default.
- W596253434 title "Rigorous Procedure for Calculating Deflections of Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Beams" @default.
- W596253434 doi "https://doi.org/10.14359/12662" @default.
- W596253434 hasPublicationYear "2003" @default.
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