Experimental study on the flexural performance of prestressed RC beams with post-tensioned CFRP strands
Authors:
- Hai-Tao WangHWHai-Tao Wang
- Chao TangCTChao Tang
- Min-Sheng ChenMCMin-Sheng Chen
- Jianzhe ShiJSJianzhe Shi
- Xu-Yang CaoXCXu-Yang Cao
Top Cited Papers
- 3 May 2024
- journal article
- research article
- Published by Elsevier in Engineering Structures
- Vol. 309
Abstract
No abstract availableKeywords
Funding Information
- China Scholarship Council (202306710015)
- Natural Science Foundation of Jiangsu Province (BK20220984)
- Natural Science Foundation of Jiangsu Province (BK20220985)
- National Natural Science Foundation of China (52378233)
- National Natural Science Foundation of China (52208164)
This publication has 36 references indexed in Scilit:
- Optimization of anchorage and deviator for concrete beams prestressed with external fiber-reinforced polymer tendonsComposite Structures, 2022
- Assessment of corroded prestressed and posttensioned concrete structures: A reviewStructural Concrete, 2021
- Experimental tests on shear capacity of naturally corroded prestressed beamsStructural Concrete, 2020
- Flexural performance of pretensioned ultra-high performance fibre reinforced concrete beams with CFRP tendonsComposite Structures, 2020
- Bond-slip models for CFRP plates externally bonded to steel substratesComposite Structures, 2018
- Fatigue performance of prestressed concrete beams using BFRP barsConstruction and Building Materials, 2017
- Time-dependent behavior of concrete beams prestressed with bonded AFRP tendonsComposites Part B: Engineering, 2016
- Characteristics of concrete cracks and their influence on chloride penetrationConstruction and Building Materials, 2016
- Analysis of serviceability limit state of GFRP prestressed concrete beamsComposite Structures, 2015
- Corrosion propagation of prestressing steel strands in concrete subject to chloride attackConstruction and Building Materials, 2011