Derivation of Normalized Pressure Impulse Curves for Flexural Ultra High Performance Concrete Slabs-Reference-Cited by-同舟云学术

Derivation of Normalized Pressure Impulse Curves for Flexural Ultra High Performance Concrete Slabs

Published:2013-06 Issue:6 Volume:139 Page:875-885
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dragos Jonathon¹,Wu Chengqing²,Haskett Matthew³,Oehlers Deric⁴

Affiliation:

1. Ph.D. Student, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, SA 5005, Australia.

2. Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, SA 5005, Australia (corresponding author).

3. Research Associate, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, SA 5005, Australia.

4. Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, SA 5005, Australia.

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.0000733

Reference25 articles.

1. Performance of AASHTO girder bridges under blast loading

2. ASCE. (2008). “Blast protection of buildings.” ASCE/SEI 59-11 Reston VA.

3. Burge J. Carter T. Fattori G. and Miller D. (2009). “Blast resistance of ultra high performance concrete.” Final Year Res. Rep. School of Civil and Environmental Engineering Univ. of Adelaide Adelaide Australia.

4. Ciccarelli J. Henderson A. Jordans K. Noack B. Oehlers D. and Wu C. (2008). “Resistance against explosive loading of metal foam retrofitted and ultra high strength concrete structural members.” Final Year Res. Rep. School of Civil and Environmental Engineering Univ. of Adelaide Adelaide Australia.

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