Identification of elastic constants for orthotropic materials from a structural test
In this paper, a new methodology for identifying numerous elastic parameters of any orthotropic material from a single structural test is presented. The state of stress in the tested structure (sample with non-uniform stress field) is admittedly complex and different points in it follow widely diffe...
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Published in | Computers and geotechnics Vol. 30; no. 7; pp. 571 - 577 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Oxford
Elsevier Ltd
01.01.2003
Elsevier |
Subjects | |
Online Access | Get full text |
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Summary: | In this paper, a new methodology for identifying numerous elastic parameters of any orthotropic material from a single structural test is presented. The state of stress in the tested structure (sample with non-uniform stress field) is admittedly complex and different points in it follow widely different stress paths. However, it has recently been shown that data of displacements at several points on the sample can be used to train a neural network embedded in a finite element code. The constitutive matrix resulting from the trained neural network based constitutive model (NNCM) is compared with the conventional constitutive matrix for an orthotropic material to determine the nine independent elastic constants. In order to demonstrate the methodology, test configuration of a panel of anisotropic material having a circular cavity at its centre and undergoing incremental vertical loads is adopted. Data of monitored displacements at several points needed to validate the methodology are obtained from a three-dimensional elastic finite element analysis assuming a set of orthotropic elastic constants for the material of the model. The elastic constants inferred from the trained NNCM are compared to those used for generating the load-deformation data. A very good agreement is noted. |
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Bibliography: | ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
ISSN: | 0266-352X 1873-7633 |
DOI: | 10.1016/S0266-352X(03)00062-4 |