Multiple-scale analysis of impact fracture

Computational Plasticity - Fundamentals and Applications, COMPLAS IX

Volumn , Issue PART 1, 2007, Pages 380-383

  Pedersen, R R ^a   Simone, A ^a   Sluys, L J ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Dynamic fracture; Multiple scales; Rate effects

Indexed keywords

DYNAMIC FRACTURES; IMPACT FRACTURE; IMPACT LOADINGS; INERTIAL EFFECT; KINETIC LAW; LENGTH SCALE EFFECTS; MACROSCOPIC LEVELS; MACROSCOPIC MODEL; MESOSCOPIC MODELS; MESOSCOPICS; MICRO-STRUCTURAL; MICROSCOPIC LEVELS; MULTIPLE SCALE; MULTIPLE-SCALE ANALYSIS; MULTIPLE-SCALE APPROACH; PHYSICAL PROCESS; RATE DEPENDENT; RATE EFFECTS; SPLIT HOPKINSON BAR TEST; STRENGTHENING EFFECT; TENSILE FAILURES;

PLASTICITY; SUPERCONDUCTING MATERIALS;

MODELS;

EID: 84857065806     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (3)

1. J. Sercombe and F.-J. Ulm and H.-A. Mang. Consistent return mapping algorithm for chemoplastic constitutive laws with internal couplings. International Journal for Numerical Methods in Engineering, 47, 75-100, (2000).
2. A. V. Nguyen. Historical Note on the Stefan Reynolds Equations. Journal of Colloid and Interface Science, 234, 195, (2000).
3. I. Vegt and J. Weerheijm and R.R. Pedersen and L.J. Sluys. Modelling of impact behaviour of concrete - an experimental approach. Computational Modelling of Concrete Structures - EURO-C 2006, In G. Meschke and Borst, R. de and H. A. Mang and N. Bićanić, editors, isbn:0 415 39749 9, (2006).