Are Available Models Reliable for Predicting the FRP Contribution to the Shear Resistance of RC Beams?-Reference-Cited by-同舟云学术

Are Available Models Reliable for Predicting the FRP Contribution to the Shear Resistance of RC Beams?

Published:2009-12 Issue:6 Volume:13 Page:514-534
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Sas Gabriel¹²³⁴⁵,Täljsten Björn¹²³⁴⁵,Barros Joaquim¹²³⁴⁵,Lima João¹²³⁴⁵,Carolin Anders¹²³⁴⁵

Affiliation:

1. Ph.D. Student, Dept. of Civil, Mining and Environmental Engineering, Div. of Structural Engineering, Luleå Univ. of Technology, SE-971 87 Luleå, Sweden (corresponding author).

2. Professor, Dept. of Civil, Mining and Environmental Engineering, Div. of Structural Engineering, Luleå Univ. of Technology SE-971 87 Luleå, Sweden; and, Dept. of Civil Engineering, Technical Univ. of Denmark, Brovej Building 118, 2800 Kgs. Lyngby, Denmark.

3. Associate Professor, ISISE, Dept. Civil Eng., School Eng., Univ. of Minho, Campus de Azurém, 4800-058 Guimarães, Portugal.

4. M.Sc. Student, ISISE, Dep. Civil Eng., School Eng., Univ. of Minho, Campus de Azurém, 4800-058 Guimarães, Portugal.

5. Lecturer, Dept. of Civil, Mining and Environmental Engineering, Div. of Structural Engineering, Luleå Univ. of Technology, SE-971 87 Luleå, Sweden.

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.1943-5614.0000045

Reference38 articles.

1. Shear strengthening of reinforced concrete beams using fiber-reinforced polymer sheets with bonded anchorage;Adhikary B. B.;ACI Struct. J.,2004

2. American Concrete Institute (ACI) Committee. (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 Farmington Hills Mich. 45.

3. American Concrete Institute (ACI) Committee. (2005). “Building code requirements for structural concrete (ACI 318-05) and commentary (318R-05).” ACI 318 Farmington Hills Mich. 430.

4. Brosens K. and van Gemert D. (1997). “Anchoring stresses between concrete and carbon fibre reinforced laminates.” Non-Metallic (FRP) Reinforcement for Concrete Struct. Proc. 3rd Int. Symp. Vol. 1 Japan Concrete Institute Sapporo 271–278.

5. Debonding in RC Beams Shear Strengthened with Complete FRP Wraps

Cited by 47 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. Evaluation of shear behavior of short-span reinforced concrete deep beams strengthened with fiber reinforced polymer strips;Engineering Structures;2024-01

2. Textile Types, Number of Layers and Wrapping Types Effect on Shear Strengthening of Reinforced Concrete Beams with Textile-Reinforced Mortar versus Carbon-Fiber-Reinforced Polymer;Buildings;2023-10-30

3. Experimental and Analytical Investigation of the Effects of Anchor Types and Strip Shapes on Shear-Deficient Reinforced Concrete Beams Strengthened with TRM Versus FRP;International Journal of Civil Engineering;2023-07-09

4. Estimation of shear resistance offered by EB-FRP U-jackets: An approach based on fuzzy-inference system;COMPUT CONCRETE;2023

5. Reliable machine learning for the shear strength of beams strengthened using externally bonded FRP jackets;Frontiers in Materials;2023-04-03