TY - JOUR
T1 - A grooved in-plane torsion test for the investigation of shear fracture in sheet materials
AU - Yin, Q.
AU - Soyarslan, C.
AU - Isik, K.
AU - Tekkaya, A. E.
N1 - Funding Information:
The authors would like to thank the German Research Foundation (DFG) for partially supporting this work within the scope of the Transregional Collaborative Research Centre on Sheet-Bulk Metal Forming (SFB/TR 73) in the subproject C4 “Analysis of load history dependent evolution of damage and microstructure for the numerical design of sheet-bulk metal forming processes” (K. Isik).
Publisher Copyright:
© 2015 Elsevier Ltd.
PY - 2015/8/1
Y1 - 2015/8/1
N2 - Abstract The grooved in-plane torsion test is proposed as a shear fracture test for sheet materials. Unlike conventional simple shear tests, which are prone to incipient cracking at the free edges, this test uses radially continuous specimens, as firstly introduced by Marciniak and Kołodziejski (1972). In order to control the fracture position, a radial groove is cut out which allows to keep the fracture away from the clamping area. Thus, this test is able to create material fracture under ideal shear conditions i.e., the condition of vanishing triaxiality at the observable region of the test. Accordingly, the recent shear extended damage and fracture models for the selected material classes can be validated and/or quantified. With the help of finite element analysis (FEA), the corresponding fracture strains for the steel DP1000 were investigated using the proposed shear test and, additionally, three tensile tests conducted on notched specimens which cause fracture at moderate to high triaxialities. These are used to fit the fracture loci of some shear enhanced fracture criteria which have recently been proposed in the literature. The FEA shows that the proposed test provides fracture development under constantly zero triaxiality and zero Lode parameter conditions. Moreover, among the selected criteria, the model proposed by Lou et al. (2012) delivers the best results for selected experimental set. The developed test is ideally suitable for fracture parameter identification of sheet materials which do not show pronounced in-plane anisotropy, e.g. dual phase steels. Furthermore, this test is not limited to metallic materials.
AB - Abstract The grooved in-plane torsion test is proposed as a shear fracture test for sheet materials. Unlike conventional simple shear tests, which are prone to incipient cracking at the free edges, this test uses radially continuous specimens, as firstly introduced by Marciniak and Kołodziejski (1972). In order to control the fracture position, a radial groove is cut out which allows to keep the fracture away from the clamping area. Thus, this test is able to create material fracture under ideal shear conditions i.e., the condition of vanishing triaxiality at the observable region of the test. Accordingly, the recent shear extended damage and fracture models for the selected material classes can be validated and/or quantified. With the help of finite element analysis (FEA), the corresponding fracture strains for the steel DP1000 were investigated using the proposed shear test and, additionally, three tensile tests conducted on notched specimens which cause fracture at moderate to high triaxialities. These are used to fit the fracture loci of some shear enhanced fracture criteria which have recently been proposed in the literature. The FEA shows that the proposed test provides fracture development under constantly zero triaxiality and zero Lode parameter conditions. Moreover, among the selected criteria, the model proposed by Lou et al. (2012) delivers the best results for selected experimental set. The developed test is ideally suitable for fracture parameter identification of sheet materials which do not show pronounced in-plane anisotropy, e.g. dual phase steels. Furthermore, this test is not limited to metallic materials.
KW - Ductile fracture criteria
KW - In-plane torsion test
KW - Shear fracture
KW - Zero triaxiality
KW - n/a OA procedure
UR - http://www.scopus.com/inward/record.url?scp=84931568700&partnerID=8YFLogxK
U2 - 10.1016/j.ijsolstr.2015.03.032
DO - 10.1016/j.ijsolstr.2015.03.032
M3 - Article
AN - SCOPUS:84931568700
SN - 0020-7683
VL - 66
SP - 121
EP - 132
JO - International journal of solids and structures
JF - International journal of solids and structures
M1 - 8735
ER -