Effective elastic properties of porous materials: Homogenization schemes vs experimental data

被引:48
|
作者
Miled, K. [1 ]
Sab, K. [2 ]
Le Roy, R. [2 ]
机构
[1] Univ Tunis El Manar, LGC, Ecole Natl Ingenieurs Tunis, Tunis 1002, Tunisia
[2] Univ Paris Est, Lab Navier, Ecole Ponts ParisTech, ENPC,LCPC,CNRS 8205, F-77455 Blaise Pascal 2, Marne La Vallee, France
关键词
Porous materials; Elastic moduli; Mean-field homogenization; EPS concrete; CONCRETE COMPRESSIVE STRENGTH; COMPOSITE-MATERIALS; INCLUSIONS; MODELS; SIZE;
D O I
10.1016/j.mechrescom.2011.01.009
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
In this paper, we focus on the prediction of elastic moduli of isotropic porous materials made of a solid matrix having a Poisson's ratio v(m) of 0.2. We derive simple analytical formulae for these effective moduli based on well-known Mean-Field Eshelby-based Homogenization schemes. For each scheme, we find that the normalized bulk, shear and Young's moduli are given by the same form depending only on the porosity p. The various predictions are then confronted with experimental results for the Young's modulus of expanded polystyrene (EPS) concrete. The latter can be seen as an idealized porous material since it is made of a bulk cement matrix, with Poisson's ratio 0.2, containing spherical mono dispersed EPS beads. The Differential method predictions are found to give a very good agreement with experimental results. Thus, we conclude that when v(m) = 0.2, the normalized effective bulk, shear and Young's modulus of isotropic porous materials can be well predicted by the simple form (1 - p)(2) for a large range of porosity p ranging between 0 and 0.56. (C) 2011 Elsevier Ltd. All rights reserved.
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页码:131 / 135
页数:5
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