کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
4721649 | 1639402 | 2008 | 6 صفحه PDF | دانلود رایگان |
![عکس صفحه اول مقاله: A micromechanical model for the elasto-viscoplastic and damage behavior of a cohesive geomaterial A micromechanical model for the elasto-viscoplastic and damage behavior of a cohesive geomaterial](/preview/png/4721649.png)
A Hill type incremental homogenization method was recently proposed by Abou-Chakra Guéry et al. [Abou-Chakra Guéry, et al., 2008. A micromechanical model of elasto-plastic and damage behavior of a cohesive geomaterial. Int. J. Solid. Struct., 45(5), 1406–1429] for the elasto-plastic damage behavior of a cohesive geomaterial, the Callovo–Oxfordian argillite. The aim of this paper is then to extend the homogenization method to its time-dependent behavior. The argillite is now seen as a three phase composite with an elasto-viscoplasticity matrix and elastic damaged calcite grains and elastic quartz grains. Considering that the incremental formulation of Hill cannot rigorously be used, we proposed a new modified incremental method. A validation of its predictions against experimental data is then conducted.
Journal: Physics and Chemistry of the Earth, Parts A/B/C - Volume 33, Supplement 1, 2008, Pages S416–S421