Numerical Evaluation of Shear Strength Degradation Mechanism Dependent on the Size Increase of RC Deep Beams with Height up to 1.5 Meter by Using 3D Rigid-Body-Spring-Method-Reference-Cited by-同舟云学术

Numerical Evaluation of Shear Strength Degradation Mechanism Dependent on the Size Increase of RC Deep Beams with Height up to 1.5 Meter by Using 3D Rigid-Body-Spring-Method

Published:2021-12-10 Issue:12 Volume:19 Page:1245-1263
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Fu Li¹,Nakamura Hikaru²,Chi Shunyuan³,Yamamoto Yoshihito⁴,Miura Taito²

Affiliation:

1. School of Environment and Civil Engineering, JiangNan University, No. 1800 Lihu Avenue, Wuxi, Jiangsu Province, 214122, China.

2. Graduate School of Civil and Environmental Engineering, Nagoya University, Furo-cho, Chikusa-ku, Nagoya, 464-8603, Japan.

3. Global Company Railway Department, Pacific Consultants Co., Ltd, Kanda-Nishikicho 3-22, Chiyoda Ward, Tokyo, 101-8642, Japan.

4. Department of Civil and Environmental Engineering, Hosei University, 2-33 Ichigaya-Tamachi, Shinjuku, Tokyo, 162-0843, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/19/12/19_1245/_pdf

Reference45 articles.

1. 1) ACI, (2015). “Building code requirements for reinforced concrete, (318M-14).” American Concrete Institute.

2. 2) An, X., Maekawa, K. and Okamura, H., (1997). “Numerical simulation of size effect in shear strength of RC beams.” Journal of Concrete structures and Pavements, JSCE, 564(V-35), 297-316.

3. 3) Bažant, Z. P. and Yu, Q., (2005a). “Designing against size effect on shear strength of reinforced concrete beams without stirrups: I. Formulation.” J Struct Eng, 131(12), 1877-1885.

4. 4) Bažant, Z. P. and Yu, Q., (2005b). “Designing against size effect on shear strength of reinforced concrete beams without stirrups: II. Verification and calibration.” J Struct Eng, 131(12), 1886-1897.

5. 5) Bolander, J. E. and Hong, G. S., (2002). “Rigid-body-spring networks modeling of prestressed concrete members.” ACI Struct J, 99(5), 595-604.

Cited by 7 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical evaluation of the internal fracture mechanism of the single PBL shear connector considering the effects of position and strength of the transverse rebar;Structural Concrete;2024-03-26

2. Mesoscopic evaluation of the bond behavior of concrete with deformed rebar subjected to passive confinement employing 3D discrete model;Engineering Fracture Mechanics;2024-01

3. Mechanism of shear strengthening for RC beam by drilling web openings based on experiment and 3D RBSM analysis;Engineering Failure Analysis;2023-03

4. Shear strength degradation mechanism dependent on size increase in RC slender beams by using 3D Rigid-Body-Spring-Method;Structures;2023-02

5. Influence of Transverse Sectional Pre-crack on Shear Failure Behavior of RC Slender Beams Based on Experimental Loading Test;Journal of Advanced Concrete Technology;2022-12-08