Concrete subjected to projectile and fragment impacts: Modelling of crack softening and strain rate dependency in tension

Author:

Leppänen Joosef

Publisher

Elsevier BV

Subject

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

Reference18 articles.

1. Clegg RA, Sheridan J, Hayhurst CJ, Francis NJ. The application of SPH techniques in AUTODYN-2D to kinetic energy penetrator impacts on multi-layered soil and concrete targets. Eighth International Symposium on Interaction of the Effects of Munitions with Structures, 22–25 April 1997, VA, USA. 9pp.

2. An algorithm to automatically convert distorted finite elements into meshless particles during dynamic deformation;Johnson;Int J Impact Engng,2002

3. Leppänen J. Dynamic Behaviour of concrete structures subjected to blast and fragment impacts. Licentiate Thesis, Department of Structural Engineering, Concrete Structures, Göteborg, Sweden: Chalmers University of Technology, 2002. 71pp.

4. Experiments and numerical analyses of blast and fragment impacts on concrete;Leppänen;Int J Impact Engng,2005

5. Rempling R. Concrete wall subjected to fragment impacts: Numerical analyses of perforation and scabbing. Department of Structural Engineering and Mechanics, Concrete Structures, Master′s thesis nr. 04:1, Göteborg, Sweden: Chalmers University of Technology, 2004. 55pp.

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