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1 s2.0 S0141029622002814 Main by 会爆炸的小米Note is a document available to read on EtoBox.

This document summarizes a study on the effect of steel fibers on the ultimate flexural behavior of dapped-end concrete connections. The study proposes a kinematics-based model to predict the behavior of fiber-reinforced concrete dapped-end connections. The model accounts for how fibers improve tension capacity across cracks and enhance compression zone ductility. Tests from literature were used to validate the model, which accurately predicted strength within 11% on average. The model found that fiber hook

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会爆炸的小米Note

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EN