Size Effects for Reinforced Concrete Beams Strengthened in Shear with CFRP Strips-Reference-Cited by-同舟云学术

Size Effects for Reinforced Concrete Beams Strengthened in Shear with CFRP Strips

Published:2010-06 Issue:3 Volume:14 Page:260-271
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Godat A.¹²³⁴⁵,Qu Z.¹²³⁴⁵,Lu X. Z.¹²³⁴⁵,Labossière P.¹²³⁴⁵,Ye L. P.¹²³⁴⁵,Neale K. W.¹²³⁴⁵

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1.

2. Ph.D. Candidate, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

3. Associate Professor, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

4. Professor, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1.

5. Professor, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000072

Reference29 articles.

1. ADINA. (2005a). Automatic dynamic incremental nonlinear analysis finite element software version 8.3 ADINA R&D Watertown Mass.

2. ADINA. (2005b). Theory and modeling guide Version 8.3 ADINA R&D Watertown Mass.

3. Al-Mahaidi R. Lee K. and Taplin G. (2001). “Behavior and analysis of RC T-beams partially damaged in shear and repaired with CFRP laminates.” Proc. 2001 Structural Congress and Exposition P. C. Chang ed. ASCE Washington D.C.

4. American Concrete Institute (ACI). (2008). Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures Mich.

5. Arduini M. Nanni A. Di Tommaso A. and Focacci F. (1997). “Shear response of continuous RC beams strengthened with carbon FRP sheets.” Proc. 3rd Int. Symp. on Non-Metallic (FRP) Reinforcement for Concrete Structures Japan Concrete Institute Tokyo 1 459–466.

Cited by 81 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 Study of Flexural Behavior of Post-Tensioned Concrete-Filled Fiber-Reinforced Polymer Tube Beam;Practice Periodical on Structural Design and Construction;2024-11

2. Push-out test of eco-friendly steel-concrete–steel composite sections enhanced by polypropylene fibers: An experimental study and statistical analysis;Results in Engineering;2024-09

3. Shear contribution of beams of different sizes strengthened in shear with anchored CFRP strips;Magazine of Concrete Research;2024-08-01

4. Experimental and analytical study of shear strengthening of deep RC beams using externally bonded CFRP system;Innovative Infrastructure Solutions;2024-07

5. Flexural and shear strengthening of RC beams reinforced with externally bonded CFRP laminates postfire exposure by experimental and analytical investigations;Engineering Structures;2024-06