Behavior of FRP-RC Slabs under Multiple Independent Air Blasts

Author:

Tanapornraweekit Ganchai123,Haritos Nicholas123,Mendis Priyan123

Affiliation:

1. Researcher, Defence Technology Institute, 47/433, 4th Floor, Office of the Permanent Secretary of Defence Building, Chang Wattana Road, Pakkred, Nonthaburi 11120, Thailand; formerly, Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Melbourne, Melbourne, Victoria 3053, Australia (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Melbourne, Melbourne, Victoria 3053, Australia.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Melbourne, Melbourne, Victoria 3053, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference6 articles.

1. Crawford J. E. Malvar J Morrill K. B. and Ferritto J. M. (2001). “Composite retrofits to increase the blast resistance of reinforced concrete buildings.” Proc. 10th Int. Symp. on Interaction of the Effects of Munitions with Structures San Diego 1–13.

2. Experimental study on the effectiveness of fiber sheet reinforcement on the explosive-resistant performance of concrete plates

3. Improving the blast resistance capacity of RC slabs with innovative composite materials

4. Blast Testing of RC Slabs Retrofitted with NSM CFRP Plates

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