FRP-Masonry Debonding: Numerical and Experimental Study of the Role of Mortar Joints
Author:
Affiliation:
1. Associate Professor, Dept. of Architecture, Univ. of Hartford, Hartford, CT (corresponding author).
2. Professor, Dept. of Civil Engineering, Indian Institute of Technology, Hyderabad, India.
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.1943-5614.0000282
Reference25 articles.
1. Bond analysis of masonry structures strengthened with CFRP sheets
2. ASTM C270. (2010). “Standard specification for mortar for unit masonry.” ASTM International West Conshohocken PA.
3. ASTM C39/C39M. (2011). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM International West Conshohocken PA.
4. Experimental Investigation and Fracture Analysis of Debonding between Concrete and FRP Sheets
5. Analysis of Scaling and Instability in FRP-Concrete Shear Debonding for Beam-Strengthening Applications
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