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Micromechanical explanation of elasticity and strength of gypsum: from elongated anisotropic crystals to isotropic porous polycrystals
Sanahuja J., Dormieux L., Meille S., Hellmich C., Fritsch A.
Journal of Engineering Mechanics 136, 2 (2009) 239-253 - http://hal.archives-ouvertes.fr/hal-00587082
Article in peer-reviewed journal
Engineering Sciences/Mechanics/Mechanics of materials
Physics/Mechanics/Mechanics of materials
Micromechanical explanation of elasticity and strength of gypsum: from elongated anisotropic crystals to isotropic porous polycrystals
Julien Sanahuja 1, Luc Dormieux () 2, 3, Sylvain Meille () 4, Christian Hellmich () 5, Andreas Fritsch 5
1:  EDF R&D, Département Matériaux et Mécanique des Composants
EDF Recherche et Développement
Moret-sur-Loing
France
2:  Laboratoire des matériaux et structures du génie civil (LMSGC)
CNRS : UMR113 – Institut Navier – LCPC – Ecole des Ponts ParisTech
2 Allée Kepler 77420 CHAMPS SUR MARNE
France
3:  Laboratoire Navier
Ecole des Ponts ParisTech – CNRS : UMR8205 – IFSTTAR
Ecole des Ponts ParisTech 6 / 8 avenue Blaise Pascal 77455 CHAMPS SUR MARNE
France
4:  Matériaux, ingénierie et sciences (MATEIS)
http://www.insa-lyon.fr/mateis/
CNRS : UMR5510 – Institut National des Sciences Appliquées (INSA) - Lyon
Bâtiment Blaise Pascal 7, avenue Jean Capelle 69621 VILLEURBANNE CEDEX
France
5:  Vienna University of Technology (TU Wien)
Vienna University of Technology (TU Wien)
Austria
Gypsum is made up of interlocked and elongated crystals. The random nature of its morphology suggests to resort to homogenization of random media to investigate its mechanical properties from the scale of the single crystals upwards. Unfortunately, the usual homogenization schemes fail to quantitatively predict the influence of the porosity on the effective Young's modulus of gypsum. This is clearly due to the inability of such approaches to take into account the elongated nature of the crystals. A modification of the classical self-consistent scheme is proposed. It is validated against elastic characteristics computed by finite element analyses, and also against experiments on real dried gypsum samples with empty pores . Finally, a strength model based on brittle failure is presented. The whole strength domain in the space of macroscopic principal stresses is derived. The comparison to experimental data in both simple tension and simple compression is remarkably good.
English
2009

Journal of Engineering Mechanics
Publisher American Society of Civil Engineers
ISSN 0733-9399 
international
2009-07-17
136
2
239-253

Homogenization – Gypsum – Microstructures – Elasticity – Strength.