Experimental and Numerical Investigation of Blast Wave Attenuation by Using Barriers in Different Configurations and Shapes

Author:

Eslami Mohammadreza1ORCID,Keshavarz MirzaMohammadi Payam2,Khalilpour Seyed Hamed3,Parsa Hasan4,Kodure Venkatesh5ORCID

Affiliation:

1. Research Scholar, Pacific Earthquake Engineering Research Center (PEER), Univ. of California, 325 Davis Hall, Berkeley, CA 94720-1792. ORCID: .

2. Research Scholar, Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti Univ., Shahid Shahriari Square, Evin, Tehran 198396-9411, Iran (corresponding author).

3. Ph.D. Candidate, Dept. of Civil Engineering, Tarbiat Modares Univ., Jalal AleAhmad St., Nasr Bridge, Tehran 14115-111, Iran.

4. Ph.D. Lecturer, Dept. of Mechanical Engineering, Faculty of Engineering, Arak Univ., Arak 3848177584, Iran.

5. Professor, Center on Structural Fire Engineering and Diagnostics, Dept. of Civil and Environmental Engineering, Michigan State Univ., 3574 Engineering Bldg., 428 S. Shaw Lane, East Lansing, MI 48824-1226. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference50 articles.

1. Air-blast response of cellular material with a face plate: An analytical–numerical approach

2. Experimental and numerical investigations on performance of reinforced concrete slabs under explosive-induced air-blast loading: A state-of-the-art review

3. ASCE Task Committee. 1985. Design of structures to resist nuclear weapons effects, 301. New York: American Society of Civil Engineers.

4. Behavior of full-scale porous GFRP barrier under blast loads;Asprone D.;Int. J. Polym. Sci.,2015

5. Review of blast loading models, masonry response, and mitigation;Badshah E.;Shock Vib.,2017

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