Flexural Behavior of Fiber-Reinforced Self-Stressing Concrete T-Shaped Composite Beams

Given the excellent crack resistance performance of steel fiber-reinforced self-stressing concrete (SFRSSC), the bending performance of some composite beams with SFRSSC laminated layers was studied. The experiment conducted in this study comprised a single-span composite beam test (including 3 test...

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Bibliographic Details
Main Authors: Boxin Wang, Ruichang Fang, Qing Wang
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8810440