Fatigue Performance Analysis of Damaged Steel Beams Strengthened with Prestressed Unbonded CFRP Plates-Reference-Cited by-同舟云学术

Fatigue Performance Analysis of Damaged Steel Beams Strengthened with Prestressed Unbonded CFRP Plates

Published:2018-07 Issue:7 Volume:23 Page:04018040
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ye Huawen¹,Li Cuijuan²,Pei Shiling³,Ummenhofer Thomas⁴,Qu Haobo⁵

Affiliation:

1. Associate Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author).

2. Associate Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80403.

4. Professor, Research Center for Steel, Timber and Masonry, Karlsruher Institut für Technologie, Karlsruhe, D-76128, Germany.

5. Master’s Student, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001251

Reference24 articles.

1. Abaqus [Computer software]. SIMULIA Providence RI.

2. Bassetti A. (2001). “Lamelles Precontraintes en Fibres Carbone pour le Renforcement de Ponts Rivetes Endommaees par Fatigue [Fatigue behavior of riveted bridge strengthened with CFRP laminates].” Ph.D. thesis no. 2440 Swiss Federal Institute of Technology EPFL Lausanne Switzerland https://infoscience.epfl.ch//record/32916 (In French).

3. Delamination effects on cracked steel members reinforced by prestressed composite patch

4. Fatigue crack growth in steel beams strengthened by CFRP strips

5. Innovative CFRP-Prestressing System for Strengthening Metallic Structures

Cited by 27 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. Planar clamping anchorage for CFRP plate: Experimental research, friction-adhesion synergistic mechanism and theoretical model;Construction and Building Materials;2024-08

2. Experimental Evaluation on LTB Strength of Steel Beams Externally Pre-stressed with Un-bonded Tendon Bar;International Journal of Steel Structures;2024-04-12

3. Application of Smart CFRP Embedding PPP-BOTDA Fiber Sensors on Fatigue Strengthening of Cracked Steel Structure;Lecture Notes in Civil Engineering;2024

4. Theoretical and experimental study on cracked-dependent debonding behavior between CFRP and cracked steel substrate using cohesive zone model;Case Studies in Construction Materials;2023-12

5. Evaluation of Dynamic and Fatigue Behavior of Damaged Steel Beams Strengthened with Different Types of Techniques and a New Strengthening Method Proposal;Arabian Journal for Science and Engineering;2023-10-04