Research on the Use of FRP for Critical Load-Bearing Infrastructure in Conflict Zones-Reference-Cited by-同舟云学术

Research on the Use of FRP for Critical Load-Bearing Infrastructure in Conflict Zones

Published:2011-04 Issue:2 Volume:15 Page:136-145
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Heffernan P. J.¹²³,Wight R. Gordon¹²³,Erki M.-A.¹²³

Affiliation:

1. Associate Professor of Civil Engineering, Royal Military College of Canada, P.O. Box 17000, Station Forces, Kingston, ON, K7K 7B4, Canada.

2. Associate Professor and Head of Civil Engineering, Royal Military College of Canada, P.O. Box 17000, Station Forces, Kingston, ON, K7K 7B4, Canada.

3. Professor Emeritus of Civil Engineering, Royal Military College of Canada, P.O. Box 17000, Station Forces, Kingston, ON, K7K 7B4, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000077

Reference16 articles.

1. Berger J. O. (2008). “Poteaux de béton armé renforcés de PRA et PRFC pour résister à des charges d’explosifs (Reinforced concrete columns strengthened with SRP and CFRP to resist blast loads).” M.ASc. thesis Dept. of Civil Engineering Royal Military College of Canada Kingston ON Canada (in French).

2. Canadian Standards Association (CSA). (2006). “Canadian highway bridge design code (CHBDC).” CSA Standard S6-06 Mississauga ON Canada.

3. Carrière M. D. (2006). “Steel reinforced polymer strengthening of reinforced concrete to resist blast loads.” M.ASc. thesis Royal Military College of Canada Kingston ON Canada.

4. Behaviour of steel reinforced polymer (SRP) strengthened RC members under blast loadThis paper is one of a selection of papers in the Special Issue on Blast Engineering.

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