A THEORETICAL PREDICTION METHOD OF INCLINED CRACK WIDTH IN EVALUATION MODEL FOR CAPACITIES OF SHEAR RESISTANCE MECHANISMS OF RC BEAMS

Author:

YAMADA Yuta1

Affiliation:

1. 日本大学 理工学部

Publisher

Japan Society of Civil Engineers

Subject

General Medicine

Reference33 articles.

1. 1) 土木学会:コンクリート標準示方書(設計編),丸善出版,2018. [JSCE: Standard specifications for concrete structures – Design, Japan Society of Civil Engineers, 2018.]

2. 2) Okamura, H. and Higai, T. : Proposed design equation for shear strength of reinforced concrete beams without web reinforcement, Proc. of JSCE, No. 300, pp. 131-141, 1980.8.

3. 3) 二羽淳一郎,山田一宇,横沢和夫,岡村甫:せん断補強筋を用いないRCはりのせん断強度式の再評価,土木学会論文集,No. 372/V-5, pp. 167-176, 1986.8. [Niwa, J., Yamada, K., Yokozawa, K. and Okamura, H.: Revaluation of the equation for shear strength of reinforced concrete beams without web reinforcement, Doboku Gakkai Ronbunshu, No. 372/V-5, pp. 167-176, 1986.8.]

4. 4) ACI : Building code requirements for structural concrete and commentary (ACI Code 318-19), American Concrete Institute, Farmington Hills, Michigan, 2019.

5. 5) Reineck, K.-H., Bentz, E., Fitik, B., Kuchma, D. A. and Bayrak, O. : ACI-DAfStb database of shear tests on slender reinforced concrete beams without stirrups, ACI Structural Journal, Vol. 110, No. 5, pp. 867-876, 2013.

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