Long-term shear performance of concrete beam with carbon fiber-reinforced composite grid stirrups under sustained loadings and seawater immersion
Author:
Affiliation:
1. Guangzhou Institute of Science and Technology, Guangzhou, China
2. School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou, China
3. School of Civil Engineering, Chang′an University, Xi′an, China
Abstract
Funder
National Natural Science Foundation of China
Publisher
SAGE Publications
Subject
Building and Construction,Civil and Structural Engineering
Link
http://journals.sagepub.com/doi/pdf/10.1177/13694332231222092
Reference36 articles.
1. Shear behavior of basalt FRC beams reinforced with basalt FRP bars and glass FRP stirrups: Experimental and analytical investigations
2. Evaluating the shear design equations of FRP-reinforced concrete beams without shear reinforcement
3. Durability of FRP - concrete bonded joints in structural rehabilitation: A review
4. Durability Prediction for GFRP Reinforcing Bars Using Short-Term Data of Accelerated Aging Tests
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