Dynamic increase factor of concrete compressive strength in confined split hopkinson pressure bar tests-Reference-Cited by-同舟云学术

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Dynamic increase factor of concrete compressive strength in confined split hopkinson pressure bar tests

Published:2024-08 Issue: Volume:441 Page:137535
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Lee Sangho,Kim Kyoung-Min,Ahn Hyukjun,Yu Yongjae,Cho Jae-Yeol

Funder

Seoul National University Institute of Construction and Environmental Engineering

Ministry of Land, Infrastructure and Transport

Korea Agency for Infrastructure Technology Advancement

Publisher

Elsevier BV

Reference49 articles.

1. Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13) & Commentary;ACI Committee 349,2014

2. Report for the Design of Concrete Structures for Blast Effects;ACI Committee 370,2014

3. fib Bulletin 65. Model Code 2010 Final draft Volume 1. fib Fédération internationale du béton, Lausanne, Switzerland. 2012.

4. Unified Facilities Criteria (UFC) 3-340-02. Structures to Resist the Effects of Accidental Explosions. Department of Defense. Washington D.C., U.S. 2008.

5. Effects of strain rate on concrete strength;Ross;Acids Mater. J.,1995

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