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Mixed mode stable tearing of thin sheet AI 6061-T6 specimens: experimental measurements and finite element simulations using a modified Mohr-Coulomb fracture criterion

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Abstract

In this investigation, a combined experimental and computational approach with a Modified Mohr Coulomb (MMC) fracture criterion employing post-initiation element softening is used to simulate stable crack propagation under Mode I, Mode III and combined Mode I/III loading conditions. Results from the studies demonstrate that good correlation exists between the measured load-displacement and the numerically predicted response when the stiffness of the specimen fixture is included in the FE model. The numerical results were able to capture most of the experimentally observed features during crack propagation, such as through-thickness slant fracture, necking, tunneling and local specimen twist, thus confirming that the MMC criterion is suitable for predicting in-plane and out-of-plane tearing of sheets. It was found that in order to predict correctly the load-displacement curve as well as the fracture plane, different amount of softening is needed for Mode I and Mode III loading cases. This observation can be justified on the micro-mechanical level, while there is a competition between the mechanisms of dimple and shear fracture.

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Authors and Affiliations

  1. Impact and Crashworthiness Lab, Department of Mechanical Engineering, Massachusetts Institute of Technology, Cambridge, MA, 02139, USA

    Yaning Li & Tomasz Wierzbicki

  2. Department of Mechanical Engineering, University of South Carolina, Columbia, SC, 29208, USA

    Michael A. Sutton, Junhui Yan & Xiaomin Deng

Authors
  1. Yaning Li
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  2. Tomasz Wierzbicki
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  3. Michael A. Sutton
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  4. Junhui Yan
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  5. Xiaomin Deng
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Correspondence to Yaning Li.

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Li, Y., Wierzbicki, T., Sutton, M.A. et al. Mixed mode stable tearing of thin sheet AI 6061-T6 specimens: experimental measurements and finite element simulations using a modified Mohr-Coulomb fracture criterion. Int J Fract 168, 53–71 (2011). https://doi.org/10.1007/s10704-010-9554-x

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  • DOI: https://doi.org/10.1007/s10704-010-9554-x

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