Special virtual fields for the direct determination of material parameters with the virtual fields method. 2–Application to in-plane properties
Special virtual fields for the direct determination of material parameters with the virtual fields method. 2–Application to in-plane properties
This paper deals with the direct identification of mechanical parameters that govern the in-plane constitutive law of orthotropic materials. Those parameters are extracted from heterogeneous strain fields that occur in a short beam specimen tested in a Iosipescu fixture. The procedure used is the virtual fields method with special virtual fields. The case of linear elasticity is first addressed. It is shown that the parameters are directly extracted with this method: no iterative calculations are required. The stability is also discussed in different cases. A non-linear shear response is then considered. The parameter that governs this non-linearity is also directly identified with the special virtual fields.
2707-2730
Grédiac, Michel
241c3271-d784-424a-8092-dc0c7f7b990f
Toussaint, Evelyne
ce9898e5-8cac-4db1-90b2-5a150b469d1a
Pierron, Fabrice
a1fb4a70-6f34-4625-bc23-fcb6996b79b4
2002
Grédiac, Michel
241c3271-d784-424a-8092-dc0c7f7b990f
Toussaint, Evelyne
ce9898e5-8cac-4db1-90b2-5a150b469d1a
Pierron, Fabrice
a1fb4a70-6f34-4625-bc23-fcb6996b79b4
Grédiac, Michel, Toussaint, Evelyne and Pierron, Fabrice
(2002)
Special virtual fields for the direct determination of material parameters with the virtual fields method. 2–Application to in-plane properties.
International Journal of Solids and Structures, 39 (10), .
(doi:10.1016/S0020-7683(02)00128-2).
Abstract
This paper deals with the direct identification of mechanical parameters that govern the in-plane constitutive law of orthotropic materials. Those parameters are extracted from heterogeneous strain fields that occur in a short beam specimen tested in a Iosipescu fixture. The procedure used is the virtual fields method with special virtual fields. The case of linear elasticity is first addressed. It is shown that the parameters are directly extracted with this method: no iterative calculations are required. The stability is also discussed in different cases. A non-linear shear response is then considered. The parameter that governs this non-linearity is also directly identified with the special virtual fields.
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Published date: 2002
Organisations:
Engineering Mats & Surface Engineerg Gp
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Local EPrints ID: 210679
URI: http://eprints.soton.ac.uk/id/eprint/210679
ISSN: 0020-7683
PURE UUID: 7dca84ed-e87e-4a20-bdb9-0cfe4a1ab701
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Date deposited: 21 Feb 2012 11:28
Last modified: 15 Mar 2024 03:35
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Author:
Michel Grédiac
Author:
Evelyne Toussaint
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