Experimental Study on the Effect of Different Shear Reinforcement Shapes on Shear Failure Behavior and Internal Crack Pattern of RC Beams-Reference-Cited by-同舟云学术

Experimental Study on the Effect of Different Shear Reinforcement Shapes on Shear Failure Behavior and Internal Crack Pattern of RC Beams

Published:2021-01-16 Issue:1 Volume:19 Page:82-94
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Kawamura Keisuke¹,Takemura Masashi²,Nakamura Hikaru²,Miura Taito²

Affiliation:

1. Infrastructure Technology Research Department, Advanced Center of Technology, Taisei Corporation, Yokohama, Japan.

2. Department of Civil and Environmental Engineering, Nagoya University, Nagoya, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/19/1/19_82/_pdf

Reference30 articles.

1. 1) ACI, (2015). “ACI Code-318M-14: Building code requirements for reinforced concrete.” Farmington Hills, Michigan, USA: American Concrete Institute.

2. 2) Asai, T. and Teshigawara, M., (2020). “Study on highly accurate estimation of reinforced concrete column displacement based on detailed measurement.” Proceedings of the Japan Concrete Institute, 42(2), 145-150. (in Japanese)

3. 3) Ferreira, M. P., Melo, G. S., Regan, P. E. and Vollum, R. L., (2014). “Punching of reinforced concrete flat slabs with double-headed shear reinforcement.” ACI Structural Journal, 111(2), 363-374.

4. 4) fib, (2013). “fib model code for concrete structures 2010.” Lausanne, Switzerland: Federation Internationale du Beton.

5. 5) Gayed, R. B. and Ghali, A., (2004). “Double-head studs as shear reinforcement in concrete I-beams.” ACI Structural Journal, 101(4), 549-557.

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