Numerical investigation of concrete subjected to compressive impact loading. Part 2: Parametric investigation of factors affecting behaviour at high loading rates-Reference-Cited by-同舟云学术

Numerical investigation of concrete subjected to compressive impact loading. Part 2: Parametric investigation of factors affecting behaviour at high loading rates

Published:2008-01 Issue:1-2 Volume:86 Page:164-180
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Cotsovos D.M.,Pavlović M.N.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference23 articles.

1. Structural concrete: finite-element analysis for limit-state design;Kotsovos,1995

2. CEB. Concrete structures under impact and impulsive loading. Synthesis Report, Bulletin d’Information No. 187, Comité Euro-International du Beton, Lausanne; 1988.

3. Behaviour of hoop confined concrete under high strain rates;Ahmad;ACI J,1985

4. Theoretical stress-strain model for confined concrete;Mander;J Struct Eng ASCE,1988

5. Effect of straining rate on the compressive strength and elastic properties of concrete;Watstein;ACI J,1953

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