Post-Tensioned Concrete Beams Strengthened in Shear Using Fiber-Reinforced Polymer Laminates and Patch Anchors-Reference-Cited by-同舟云学术

Post-Tensioned Concrete Beams Strengthened in Shear Using Fiber-Reinforced Polymer Laminates and Patch Anchors

Author:

Kalfat Robin¹,Jumaah Reem²,Al-Mahaidi Riadh³,Abdouka Kamiran⁴,Hashemi Javad⁴

Affiliation:

1. Senior Lecturer in Civil and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia (corresponding author).

2. Ph.D. Candidate, Faculty of Science, Engineering, and Technology, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia.

3. Professor of Structural Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia.

4. Senior Lecturer in Civil and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

Reference34 articles.

5. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements;Bentz E. C.;ACI Mater. J.,2006

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