1. A novel technique for dynamic shear testing of bulk metals with application to 304 austenitic stainless steel
- Author
-
Paul Wood, Bin Jia, Raphaël Pesci, Slim Bahi, Alexis Rusinek, Richard Bernier, Laboratoire d'Etude des Microstructures et de Mécanique des Matériaux (LEM3), Université de Lorraine (UL)-Centre National de la Recherche Scientifique (CNRS)-Arts et Métiers Sciences et Technologies, HESAM Université (HESAM)-HESAM Université (HESAM), Laboratoire de Conception Fabrication Commande (LCFC), Université de Lorraine (UL)-Arts et Métiers Sciences et Technologies, Université Carlos III de Madrid, Institute of Fundamental Technological Research (IPPT), Polska Akademia Nauk = Polish Academy of Sciences (PAN), and University of Derby [United Kingdom]
- Subjects
Matériaux [Sciences de l'ingénieur] ,Materials science ,Dynamic strain rate ,[PHYS.MECA.GEME]Physics [physics]/Mechanics [physics]/Mechanical engineering [physics.class-ph] ,02 engineering and technology ,[SPI.MAT]Engineering Sciences [physics]/Materials ,Stress (mechanics) ,0203 mechanical engineering ,Shear stress ,General Materials Science ,Composite material ,Finite element modeling ,ComputingMilieux_MISCELLANEOUS ,Applied Mathematics ,Mechanical Engineering ,Split-Hopkinson pressure bar ,021001 nanoscience & nanotechnology ,Condensed Matter Physics ,SIngle-shear specimen ,Strength of materials ,Shear (sheet metal) ,Simple shear ,020303 mechanical engineering & transports ,Correction coefficient method ,Mechanics of Materials ,Modeling and Simulation ,Deformation (engineering) ,Shear zone ,0210 nano-technology - Abstract
This paper describes a new single-shear specimen (SSS) and method to characterize the dynamic shear behavior of bulk metals using a traditional Split Hopkinson Pressure Bar (SHPB). By this method, the shear behavior of materials can be tested conveniently over a wide range of strain rates within 105 s−1. This technique was applied to a 304 austenitic stainless steel (ASS) under shear strain rates from 0.001 s−1 to 38700 s−1 at room temperature. Based on finite element (FE) simulations, it was found that the deformation of the specimen shear zone was dominated by shear stress/strain components. Stress state parameters represented by stress triaxiality η and Lode angle parameter θ - were found very close to zero, indicating a deformation mode of simple shear. Besides, an obvious gap existed between the local deformation behavior in the specimen shear zone and the macroscopic stress-strain relations measured by the strain gauges on the SHPB bars. A correction coefficient method was adopted to extract the real shear behavior from the experimentally obtained force-displacement data. Through comparisons between the tested and simulated stress-strain curves, a good agreement was obtained.
- Published
- 2020
- Full Text
- View/download PDF