Performance of Hybrid-Fiber ECC Blast/Shelter Panels Subjected to Drop Weight Impact

Author:

Zhang Jing123,Maalej Mohamed123,Quek Ser Tong123

Affiliation:

1. Senior Engineer, Arup Singapore Pte Ltd., 371 Beach Rd. #03-01 Keypoint Singapore, 199597. E-mail: zhang.jing@arup.com

2. Associate Professor, Dept. of Civil Engineering, P.O. Box 27272, College of Engineering, Univ. of Sharjah, Sharjah-UAE. E-mail: cvemm@yahoo.com

3. Professor, Deputy Head, Dept. of Civil Engineering, National Univ. of Singapore, 117576. E-mail: cveqst@nus.edu.sg

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. American Concrete Institute (ACI). (1996). “State-of-the-art-report on fiber-reinforced concrete.” ACI 544.1R-96 reapproved 2002 Detroit.

2. Anderson W. F. Watson A. J. and Kaminskyj A. E. (1992). “The resistance of SIFCON to high velocity impact.” Proc. 2nd Int. Conf. on Structures under Shock and Impact II P. S. Bulson ed. Computational Mechanics Publications T. Telford London 89–98.

3. Impact testing of concrete using a drop-weight impact machine

4. Clifton J. R. (1984). “Penetration resistance of concrete-a review.” Special publication no. 480-45 National Bureau of Standards Washington DC.

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