Punching Shear Strength of Slabs and Influence of Low Reinforcement Ratio

Presented in this paper are the punching shear tests of 12 high strength concrete slabs (fc′ > 100 MPa [14,500 psi]) with various flexural reinforcement ratios from 0.28 to 1.43% and supported on columns having various aspect ratios of 1 x 1, 1 x 3, and 1 x 5. The resulting test data were also us...

Disgrifiad llawn

Manylion Llyfryddiaeth
Prif Awduron: Teng, Susanto, Chanthabouala, Khatthanam, Lim, Darren Tze Yang, Hidayat, Rhahmadatul
Awduron Eraill: School of Civil and Environmental Engineering
Fformat: Journal Article
Iaith:English
Cyhoeddwyd: 2018
Pynciau:
Mynediad Ar-lein:https://hdl.handle.net/10356/88751
http://hdl.handle.net/10220/44696