Abstract

Shear tests were performed at strain rates ranging from quasi-static (.01 s −1 ) to 600 s −1 for DP600 steel and AA5182-O sheet metal alloys at room temperature. A miniature sized shear specimen was modified and validated in this work to perform high strain rate shear testing. Digital image correlation (DIC) techniques were employed to measure the strains in the experiments, and a criterion to detect the onset of fracture based on the hardening rate of the materials is proposed. At equivalent strains greater than 20%, the DP600 and AA5182 alloys demonstrated a reduced work hardening rate at elevated strain rates. At lower strains, the DP600 shows positive rate sensitivity while the AA5182 was not sensitive to strain rate. For both alloys, the equivalent fracture strain and elongation to failure decreased with strain rate. A conversion of the shear stress to an equivalent stress using the von Mises yield criterion provided excellent agreement with the results from tensile tests at elevated strain rates. Unlike the tensile test, the shear test is not limited by the onset of necking so the equivalent stress can be determined over a larger range of strain.

Highlights

  • Advanced High Strength Steels (AHSS) and aluminum alloys are currently of great interest in the automotive industry due to their superior strength-to-weight ratio and adequate formability

  • Dual phase (DP) steels can be found in many vehicle structural components while 5000-series aluminum alloys are commonly used in the fabrication of inner body panels

  • Shear tests can investigate the material response until large plastic strains since localized necking does not occur and plane stress conditions are satisfied until fracture

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Summary

Introduction

Advanced High Strength Steels (AHSS) and aluminum alloys are currently of great interest in the automotive industry due to their superior strength-to-weight ratio and adequate formability. Shear tests can investigate the material response until large plastic strains since localized necking does not occur and plane stress conditions are satisfied until fracture. Peirs et al [12] developed a simple shear specimen geometry for both quasi-static and dynamic strain rates using numerical optimization and digital image correlation (DIC) to obtain the local shear strain. The design of this geometry is an evolution of the geometries proposed by Tarigopula et al [13] and Bao and Wierzbicki [14].

Materials
Specimen geometry
Apparatus and procedure
F Ashear
Shear stress-strain behaviour
Fracture criterion
Tensile and shear stress comparison
Conclusions
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