Nonlinear High-Order Analysis of Cracked RC Beams Strengthened with FRP Strips-Reference-Cited by-同舟云学术

Nonlinear High-Order Analysis of Cracked RC Beams Strengthened with FRP Strips

Published:2001-04 Issue:4 Volume:127 Page:381-389
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rabinovitch O.¹²,Frostig Y.¹²

Affiliation:

1. PhD Student, Facu. of Civ. Engrg., Technion-Israel Inst. of Technol., Haifa 32000, Israel.

2. Assoc. Prof., Facu. of Civ. Engrg., Technion-Israel Inst. of Technol., Haifa 32000, Israel.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A4%28381%29

Reference18 articles.

1. RC Beams Strengthened with FRP Plates. II: Analysis and Parametric Study

2. Arduini M. Di-Tommaso A. and Manfroni O. ( 1995). “Fracture mechanisms of concrete beams bonded with composite plates.” Proc. 2nd Int. Symp. Non-Metallic (FRP) Reinforcement for Concrete Struct. L. Taerwe ed. E & FN Spon London 483–491.

3. Behavior of Precracked RC Beams Strengthened with Carbon FRP Sheets

4. Chajes M. J. Thomson T. A. and Tarantino B. ( 1995). “Reinforcement of concrete structures using externally bonded composite materials.” Proc. 2nd Int. Symp. Non-Metallic (FRP) Reinforcement for Concrete Struct. L. Taerwe ed. E & FN Spon London 501–508.

5. Deuring M. ( 1993). “Verstärken von stahlbeton mit gespannten faserverbundwerstoffen.” EMPA Res. Rep. No. 224 Swiss Federal Laboratories for Material Testing and Research Dübendorf Switzerland (in German).

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