Axial Compression Behavior of Fire-Damaged Concrete Cylinders Confined with CFRP Sheets

Author:

Lenwari Akhrawat1,Rungamornrat Jaroon2,Woonprasert Supanat3

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Chulalongkorn Univ., Phayathai Rd., Pathumwan, Bangkok 10330, Thailand (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Chulalongkorn Univ., Phayathai Rd., Pathumwan, Bangkok 10330, Thailand.

3. Design Engineer, VSL (Thailand) Co., Ltd., No. 1168/14, Lumpini Tower, Rama IV Rd., Thungmahamek, Sathon, Bangkok 10120, Thailand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference35 articles.

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

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

3. Effectiveness of advanced composites in repairing heat-damaged RC columns

4. Effects of elevated temperatures on properties of concrete

5. ASTM. (2002). “Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression.” ASTM C469 West Conshohocken PA.

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