Numerical Modeling of Concrete-Filled FRP Tubes’ Dynamic Behavior under Blast and Impact Loading-Reference-Cited by-同舟云学术

Numerical Modeling of Concrete-Filled FRP Tubes’ Dynamic Behavior under Blast and Impact Loading

Published:2016-02 Issue:2 Volume:142 Page:04015106
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

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 Professor in Engineering and Applied Science, 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,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001370

Reference27 articles.

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3. Ameron International. (2004). “Caesar II allowable stress input for UKOOA code.” Houston.

4. Barker D. D. (2008). “Advanced analysis topics for blast resistant buildings in petrochemical facilities.” ASCE Structures Congress 2008 ASCE Reston VA 1–4.

5. Statistical prediction of fracture parameters of concrete and implications for choice of testing standard

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