Dynamic strength increase of plain concrete from high strain rate plasticity with shear dilation

Author:

Elmer William,Taciroglu Ertugrul,McMichael Larry

Funder

National Science Foundation

United States Department of Energy

Department of Homeland Security’s Science and Technology Directorate

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Safety, Risk, Reliability and Quality,Aerospace Engineering,Automotive Engineering,Civil and Structural Engineering

Reference35 articles.

1. Users manual for ALE3D an arbitrary Lagrange/Eulerian 3D code system;Anderson,2003

2. Compressive behaviour of concrete at high strain rates;Bischoff;Materials and Structures,1991

3. CEB-FIP model code 1990, final draft (information bulletin No. 195);CEB,1990

4. The equations of an isotropic elastic solid in polar and cylindrical coordinates, their solutions and applications;Chree;Transactions of the Cambridge Philosophical Society,1889

5. User’s and theoretical manual for K&C concrete model;Crawford,1997

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