A Shear-Tension Specimen for Large Strain Testing

作者：Dorogoy A^*; Rittel D; Godinger A

来源：Experimental Mechanics, 2016, 56(3): 437-449.

DOI：10.1007/s11340-015-0106-1

• Shear-tension specimen
• Large strain
• Dynamic load
• Steel 1020
• Lode parameter
• Triaxiality

A new shear-tension specimen (STS) is designed, evaluated and tested quasi-statically and dynamically. The specimen consists of a long cylinder having an inclined gauge section created by two diametrically opposed semi-circular slots which are machined at 45 degrees with respect to the longitudinal axis. The geometry imposes stress condition within the gauge section which correspond to a Lode parameter of similar to -0.5, between pure shear (0) and uniaxial tension (-1). It thus provides a wider span of loading conditions for a material. A thorough numerical study reveals that the stresses and strains within the gauge are rather uniform, and the average Mises stress and plastic strain on the mid-section of the gauge represent the material true stress-strain characteristics. The data reduction technique to determine the stresses and strains is presented. Quasi-static and dynamic tests at strain rate of 10(4) 1/s were carried out on specimens made of 1020 cold-rolled steel. No necking or softening was observed with this specimen, and the fracture location was always well within the gauge. The obtained stress-strain curves and ductility were validated numerically. The STS is a new specimen to study the combined influence of tension and shear on the mechanical characteristics of a material.

• 出版日期2016-3