TY - JOUR
T1 - Mixed numerical-experimental technique for orthotropic parameter identification using biaxial tensile tests on cruciform specimens
AU - Lecompte, David
AU - Smits, Arwen
AU - Sol, Hugo
AU - Vantomme, John
AU - Van Hemelrijck, Danny
N1 - Funding Information:
This project is supported by the Belgian Science Policy through the IAP P05/08 project and the European Commission in the framework of the specific research and technology development programme Energy, Environment and Sustainable Development with contract number ENK6-CT-2001-00552. The authors also express their gratitude to Hans Tommerup Knudsen from LM-Glassfiber in Denmark for his effort in producing the cruciform specimens.
PY - 2007/3/1
Y1 - 2007/3/1
N2 - This paper presents a mixed numerical-experimental method for the identification of the four in-plane orthotropic engineering constants of composite plate materials. A biaxial tensile test is performed on a cruciform test specimen. The heterogeneous displacement field is observed by a CCD camera and measured by a digital image correlation (DIC) technique. The measured displacement field and the subsequently computed strain field are compared with a finite element simulation of the same experiment. The four independent engineering constants are unknown parameters in the finite element model. Starting from an initial value, these parameters are updated till the computed strain field matches the experimental strain field. Two specimen geometries are used: one with a centered hole to increase the strain heterogeneity and one without a hole. It is found that the non-perforated specimen yields the most accurate results.
AB - This paper presents a mixed numerical-experimental method for the identification of the four in-plane orthotropic engineering constants of composite plate materials. A biaxial tensile test is performed on a cruciform test specimen. The heterogeneous displacement field is observed by a CCD camera and measured by a digital image correlation (DIC) technique. The measured displacement field and the subsequently computed strain field are compared with a finite element simulation of the same experiment. The four independent engineering constants are unknown parameters in the finite element model. Starting from an initial value, these parameters are updated till the computed strain field matches the experimental strain field. Two specimen geometries are used: one with a centered hole to increase the strain heterogeneity and one without a hole. It is found that the non-perforated specimen yields the most accurate results.
KW - Biaxial testing
KW - Digital image correlation
KW - Parameter identification
UR - http://www.scopus.com/inward/record.url?scp=33846130046&partnerID=8YFLogxK
U2 - 10.1016/j.ijsolstr.2006.06.050
DO - 10.1016/j.ijsolstr.2006.06.050
M3 - Article
AN - SCOPUS:33846130046
SN - 0020-7683
VL - 44
SP - 1643
EP - 1656
JO - International Journal of Solids and Structures
JF - International Journal of Solids and Structures
IS - 5
ER -