Sagging and Hogging Strengthening of Continuous Unbonded Posttensioned HSC Beams by NSM and EBR

Author:

Ghasemi Saeed1,Akbar Maghsoudi Ali2,Akbarzadeh Bengar Habib3,Reza Ronagh Hamid4

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Shahid Bahonar Univ. of Kerman, 7616914111 Kerman, Iran.

2. Professor, Dept. of Civil Engineering, Shahid Bahonar Univ. of Kerman, 7616914111 Kerman, Iran.

3. Assistant Professor, Dept. of Civil Engineering, Univ. of Mazandaran, 47415 Mazandaran, Iran (corresponding author).

4. Senior Lecturer, School of Civil Engineering, Univ. of Queensland, Brisbane QLD 4072, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference33 articles.

1. ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Detroit.

2. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI 318R-11 Farmington Hills MI.

3. Experimental and analytical investigation of reinforced high strength concrete continuous beams strengthened with fiber reinforced polymer

4. Experimental investigations and verification of debonding strain of RHSC continuous beams strengthened in flexure with externally bonded FRPs

5. Analysis of RC beams strengthened with mechanically fastened FRP (MF-FRP) strips

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