Flexural Performance of Steel Reinforced ECC-Concrete Composite Beams Subjected to Freeze–Thaw Cycles

Abstract Experimental and theoretical investigations on the flexural performance of steel reinforced ECC-concrete composite beams subjected to freeze–thaw cycles are presented in this paper. Four groups of reinforced composite beams with different ECC height replacement ratios subject to 0, 50, 100...

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Bibliographic Details
Main Authors: Wenjie Ge, Ashraf F. Ashour, Weigang Lu, Dafu Cao
Format: Article
Language:English
Published: SpringerOpen 2020-02-01
Series:International Journal of Concrete Structures and Materials
Subjects:
ECC
Online Access:http://link.springer.com/article/10.1186/s40069-019-0385-5