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