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Comparative study of reinforced-engineered cementitious composites and reinforced-concrete slab–column connections under a vertical monotonic load

Binbin Ye,Peng Pan,Genqi Xiao,Jianguo Han,Yaoting Zhang

Engineering Structures（2021）

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Abstract
•Three RC slab–column connections were loaded monotonically for comparative study.•The punching shear failure of RECC specimens is significantly delayed compare to RC.•The peak and residual load of RECC specimen is 2 to 3 times greater than that of the RC.•The feasibility of improving the punching shear performance by using ECC was preliminary verified.
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Key words
Reinforced-engineered cementitious composite,Slab–column connection,Punching shear,Peak strength,Residual strength
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