Response of Foam- and Concrete-Filled Square Steel Tubes under Low-Velocity Impact Loading-Reference-Cited by-同舟云学术

Response of Foam- and Concrete-Filled Square Steel Tubes under Low-Velocity Impact Loading

Published:2011-10 Issue:5 Volume:25 Page:373-381
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Remennikov Alex M.¹²³,Kong Sih Ying¹²³,Uy Brian¹²³

Affiliation:

1. Associate Professor of Structural Engineering, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author).

2. Ph.D. Candidate, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

3. Professor of Structural Engineering, School of Engineering, Univ. of Western Sydney, Penrith, NSW 2750, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000175

Reference22 articles.

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2. High-strain-rate compressive behavior of a rigid polyurethane foam with various densities

3. Design of concrete structures to resist accidental impact;Eibl J.;Struct. Eng. Part A,1987

4. Federal Highway Administration (FHWA). (2007). “Evaluation of LS-DYNA concrete material model 159.” Publication No. FHWA-HRT-05-063 Washington DC.

5. Henry F. P. and Williamson C. L. (1995). “Rigid polyurethane foam for impact and thermal protection.” Proc. 11th Int. Conf. on the Packaging and Transportation of Radioactive Materials (PATRAM’95) Las Vegas 1161.

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