Response of Concrete Elements Subjected to Impact by Fragments with Varying Aspect Ratios-Reference-Cited by-同舟云学术

Response of Concrete Elements Subjected to Impact by Fragments with Varying Aspect Ratios

Published:2021-04 Issue:4 Volume:33 Page:04021031
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Brown Jared L.¹^ORCID,Howard Isaac L.²^ORCID,Barnes Andrew T.³

Affiliation:

1. Engineer, US Army Corps of Engineers, Engineer Ressearch and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180; Doctoral Candidate, Geotechnical and Structures Laboratory, Mississippi State Univ., 501 Hardy Rd., P.O. Box 9546, Mississippi State, MS 39762 (corresponding author). ORCID: .

2. Materials and Construction Industries Chair, Dept. of Civil and Environmental Engineering, Mississippi State Univ., 501 Hardy Rd., P.O. Box 9546, Mississippi State, MS 39762. ORCID: .

3. Engineer, US Army Corps of Engineers, Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0003649

Reference22 articles.

1. Effect of reinforcement on the response of concrete panels to impact of hard projectiles

2. Anderson W. F. A. J. Watson and A. E. Kaminskyj. 1992. “The resistance of SIFCON to high velocity impact.” In Proc. Structures under Shock and Impact II. Sheffield UK: Dept. of Civil and Structural Engineering Univ. of Sheffield.

3. Damage evaluation of concrete plates by high-velocity impact

4. Evaluation of breach behavior due to plate fragment impact

5. Influence of compressive strength, fiber reinforcement, and thickness on spall and breach performance of concrete elements impacted with high-aspect-ratio fragments

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