Overview of identification methods of mechanical parameters based on full-field measurements

被引:579
作者
Avril, Stephane [2 ]
Bonnet, Marc [1 ]
Bretelle, Anne-Sophie [3 ]
Grediac, Michel [4 ]
Hild, Francois [5 ]
Ienny, Patrick [3 ]
Latourte, Felix [6 ]
Lemosse, Didier [7 ]
Pagano, Stephane [6 ]
Pagnacco, Emmanuel [7 ]
Pierron, Fabrice [2 ]
机构
[1] Ecole Polytech, Mecan Solides Lab, F-91128 Palaiseau, France
[2] ENSAM, LMPF, Chalons Sur Marne, France
[3] Ecole Mines Ales, CMGD, Ales, France
[4] Univ Blaise Pascal, LAMI, Clermont Ferrand, France
[5] ENS, LMT, Cachan, France
[6] Univ Montpellier 2, LMGC, Montpellier, France
[7] INSA Rouen, LMR, Rouen, France
关键词
kinematic field measurements; identification; finite elements; digital image correlation; inverse problem;
D O I
10.1007/s11340-008-9148-y
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This article reviews recently developed methods for constitutive parameter identification based on kinematic full-field measurements, namely the finite element model updating method (FEMU), the constitutive equation gap method (CEGM), the virtual fields method (VFM), the equilibrium gap method (EGM) and the reciprocity gap method (RGM). Their formulation and underlying principles are presented and discussed. These identification techniques are then applied to full-field experimental data obtained on four different experiments, namely (i) a tensile test, (ii) the Brazilian test, (iii) a shear-flexural test, and (iv) a biaxial test. Test (iv) features a non-uniform damage field, and hence non-uniform equivalent elastic properties, while tests (i), (ii) and (iii) deal with the identification of uniform anisotropic elastic properties. Tests (ii), (iii) and (iv) involve non-uniform strain fields in the region of interest.
引用
收藏
页码:381 / 402
页数:22
相关论文
共 85 条
[1]   On the identification of planar cracks in elasticity via reciprocity gap concept [J].
Andrieux, S ;
BenAbda, A ;
Bui, HD .
COMPTES RENDUS DE L ACADEMIE DES SCIENCES SERIE I-MATHEMATIQUE, 1997, 324 (12) :1431-1438
[2]  
[Anonymous], 1995, On the identification of elastic moduli from displacement-force boundary measurements," vol
[3]  
ARAFEH MH, 1995, CR ACAD SCI II B, V321, P351
[4]  
ARAFEH MH, 1995, THESIS U TECHNOLOGIE
[5]   Stress reconstruction and constitutive parameter identification in plane-stress elasto-plastic problems using surface measurements of deformation fields [J].
Avril, S. ;
Pierron, F. ;
Pannier, Y. ;
Rotinat, R. .
EXPERIMENTAL MECHANICS, 2008, 48 (04) :403-419
[6]   Sensitivity of the virtual fields method to noisy data [J].
Avril, S ;
Grédiac, M ;
Pierron, F .
COMPUTATIONAL MECHANICS, 2004, 34 (06) :439-452
[7]   General framework for the identification of constitutive parameters from full-field measurements in linear elasticity [J].
Avril, S. ;
Pierron, F. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2007, 44 (14-15) :4978-5002
[8]  
Ben Abda A, 1999, INVERSE PROBL, V15, P67, DOI 10.1088/0266-5611/15/1/011
[9]   Inverse problems in elasticity [J].
Bonnet, M ;
Constantinescu, A .
INVERSE PROBLEMS, 2005, 21 (02) :R1-R50
[10]  
Bonnet M., 1999, BOUNDARY INTEGRAL EQ