Experimental Study on Blast Resistance of SIFCON-Reference-Cited by-同舟云学术

Experimental Study on Blast Resistance of SIFCON

Published:2013-04-08 Issue:4 Volume:11 Page:144-150
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Chun Pang-jo¹,Lee Sang Ho²,Cho Sang Ho³,Lim Yun Mook⁴

Affiliation:

1. Department of Civil and Environmental Engineering, Ehime University, Japan.

2. Daelim Industrial Company Ltd., Seoul, Korea.

3. Department of Mineral Resources and Energy Engineering, Chonbuk National University, Jeonju, Korea.

4. Department of Civil and Environmental Engineering, Yonsei University, Korea.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/11/4/11_144/_pdf

Reference15 articles.

1. Altun, F., Kose, M. M., Yilmaz, C., Ari, K. and Durmus, A., (2007). “Experimental investigation of reinforced concrete beams with and without steel fiber under explosive loading.” Indian Journal of Engineering & Materials Science, 14, 419-426.

2. Farnam, Y., Moosavi, M., Shekarchi, M., Babanajad, S. K. and Bagherzadeh, A., (2010). “Behaviour of Slurry Infiltrated Fibre Concrete (SIFCON) under triaxial compression.” Cement and Concrete Research, 40(11), 1571-1581.

3. Gilani, A. M., (2007). “Various durability aspects of slurry infiltrated fiber concrete.” Ph.D Dissertation in Middle East Technical University.

4. Homrich, J. R. and Naaman, A. E., (1988). “Stress-strain properties of SIFCON in uniaxial compression and tension.” Air Force Weapons Laboratory, Kirtland Air Force Base, AFWL-TR-87-115.

5. Krauthammer, T., (1999). “Blast-resistant structural concrete and steel connections.” International Journal of Impact Engineering, 22, 887-910.

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