Failure modes and effective strength of two-phase materials determined by means of numerical limit analysis-Reference-Cited by-同舟云学术

Failure modes and effective strength of two-phase materials determined by means of numerical limit analysis

Published:2008-01 Issue:1-4 Volume:195 Page:185-202
ISSN:0001-5970
Container-title:Acta Mechanica
language:en
Short-container-title:Acta Mech

Author:

Füssl J.,Lackner R.,Eberhardsteiner J.,Mang H. A.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Computational Mechanics

Link

http://link.springer.com/content/pdf/10.1007/s00707-007-0550-9.pdf

Reference19 articles.

1. Aigner E., Lackner R. and Pichler Ch. (2007). “Bottom–up” multiscale modeling of viscoelastic properties of asphalt. Conf. Proc. Adv. Charact. Pavement Soil Engng. Mater. 1: 123–135

2. Lackner, R., Mang, H.: Mehrskalenmodelle für die Berechnung von Flächentragwerken [Multiscale models for the analysis of shell structures]. Ernst & Sohn, Betonkalender 2007. In German, Band 2, 19–65

3. Lemarchand E., Ulm F.J. and Dormieux L. (2002). Effect of inclusions on friction coefficient of highly filled composite materials. J. Engng. Mech. 128(8): 876–884

4. Barthèlèmy J.F. and Dormieux L. (2004). A micromechanical approach to the strength criterion of Drucker–Prager materials reinforced by rigid inclusions. Int. J. Numer. Anal. Methods Geomech. 28: 565–582

5. Heukamp F.H., Lemarchand E. and Ulm F.J. (2005). The effect of interfacial properties on the cohesion of highly filled composite materials. Int. J. Solids Struct. 42: 287–305

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