Performance of Concrete-Filled FRP Tubes under Field Close-in Blast Loading

Author:

Qasrawi Yazan1,Heffernan Pat J.2,Fam Amir3

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Royal Military College of Canada, P.O. Box 17000, Station Forces, Kingston, ON, Canada K7K 7B4 (corresponding author).

2. Vice-Principal, Research and Dean of Graduate Studies, Dept. of Civil Engineering, Royal Military College of Canada, P.O. Box 17000, Station Forces, Kingston, ON, Canada K7K 7B4.

3. Donald and Sarah Munro Chair in Engineering and Applied Science Professor and Chair of Undergraduate Studies, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference25 articles.

1. ANSYS Autodyn [Computer software]. Canonsburg PA x64 Academic Research.

2. Blast resistance of FRP composites and polymer strengthened concrete and masonry structures – A state-of-the-art review

3. Canadian Standards Association (CSA). (2004a). “Compressive strength of cylindrical concrete specimens.” A23.2-9C Mississauga ON Canada.

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