Effect of Initial Static Loadings on Dynamic Shear Performance of BFRP-Reinforced Concrete Deep Beams-Reference-Cited by-同舟云学术

Effect of Initial Static Loadings on Dynamic Shear Performance of BFRP-Reinforced Concrete Deep Beams

Published:2022-10 Issue:5 Volume:26 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Lei Yushuang¹,Jin Liu²,Chen Fengjuan³,Yu Wenxuan¹,Du Xiuli⁴

Affiliation:

1. Ph.D. Student, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

2. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China (corresponding author). Emails: or

3. Assistant Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

4. Professor, Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0001236

Reference71 articles.

1. Experimental and finite element investigation of the shear performance of BFRP-RC short beams;Abed F.;Structures,2019

2. Dynamic behavior of reinforced concrete beams under varying rates of concentrated loading;Adhikary S. D.;Int. J. Impact Eng.,2012

3. Strength and behavior in shear of reinforced concrete deep beams under dynamic loading conditions;Adhikary S. D.;Nucl. Eng. Des.,2013

4. Softening reversal and other effects of a change in loading rate on fracture of concrete;Bažant Z. P.;ACI Mater. J.,1995

5. Bi Q. W. 2012. Experimental research on the micro-structure of basalt fiber reinforced concrete and the oblique section bearing capacity of the BFRP bars reinforced fiber concrete beams. [In Chinese.] Dalian China: Dalian Univ. of Technology.

Cited by 1 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. Behavior of Reinforced Concrete Beams without Stirrups and Strengthened with Basalt Fiber–Reinforced Polymer Sheets;Journal of Composites for Construction;2023-04