A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Lattice Finite Strain Theory for Non-hydrostatically Compressed Materials
https://orcid.org/0000-0001-7013-319X
Abstract The purpose of this paper is to describe the nonlinear behaviour of geomaterials within the principles of thermodynamics. The main components of this contribution are (1) a new method to estimate the properties of minerals subjected to the non-hydrostatic compression in diamond anvil cell using the finite strain theory is introduced and (2) a proper measure of deformation that applies to a wide range of minerals is identified. This research work shows that the logarithmic (Hencky) strain produces a good agreement with experiments for a wide range of materials.
Lattice Finite Strain Theory for Non-hydrostatically Compressed Materials
https://orcid.org/0000-0001-7013-319X
Abstract The purpose of this paper is to describe the nonlinear behaviour of geomaterials within the principles of thermodynamics. The main components of this contribution are (1) a new method to estimate the properties of minerals subjected to the non-hydrostatic compression in diamond anvil cell using the finite strain theory is introduced and (2) a proper measure of deformation that applies to a wide range of minerals is identified. This research work shows that the logarithmic (Hencky) strain produces a good agreement with experiments for a wide range of materials.
Lattice Finite Strain Theory for Non-hydrostatically Compressed Materials
https://orcid.org/0000-0001-7013-319X
Abstract The purpose of this paper is to describe the nonlinear behaviour of geomaterials within the principles of thermodynamics. The main components of this contribution are (1) a new method to estimate the properties of minerals subjected to the non-hydrostatic compression in diamond anvil cell using the finite strain theory is introduced and (2) a proper measure of deformation that applies to a wide range of minerals is identified. This research work shows that the logarithmic (Hencky) strain produces a good agreement with experiments for a wide range of materials.
Lattice Finite Strain Theory for Non-hydrostatically Compressed Materials
Karrech, A. (author) / Attar, M. (author) / Seibi, A. (author) / Elchalakani, M. (author) / Abbassi, F. (author) / Basarir, H. (author)
2018
Article (Journal)
Electronic Resource
English
BKL:
38.58
Geomechanik
/
56.20
Ingenieurgeologie, Bodenmechanik
/
38.58$jGeomechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
RVK:
ELIB41
Lattice Finite Strain Theory for Non-hydrostatically Compressed Materials
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