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A COUPLED THERMO-CHEMO-MECHANICAL REDUCED-ORDER MULTISCALE MODEL FOR PREDICTING RESIDUAL STRESSES IN FIBRE REINFORCED SEMI-CRYSTALLINE POLYMER COMPOSITES

International Journal for Multiscale Computational Engineering, vol. 18, pp. 519–546

Abstract

We study residual stresses and strength induced by a manufacturing process of carbon fiber reinforced semi-crystalline polymer matrix composites and subsequent mechanical loading. Reduced-order homogenization (ROH) approach has been employed to address tremendous computational complexity stemming from analyzing complex thermo-chemo-mechanical processes at multiple scales. The proposed reduced-order two-scale thermo-chemo-mechanical model has been verified against a high-fidelity model based on the direct first-order computational homogenization (FOCH) approach. It has been shown that for problems considered herein the ROH offers a speed-up in terms of CPU time over FOCH of three orders of magnitude.

Authors 5

  1. Peking University

    Affiliation as printed

    Center for Applied Physics and Technology, Peking University, Beijing, China; Department of Mechanics and Engineering Science, Peking University, Beijing, China; Beijing Innovation Center for Engineering Science and Advanced Technology, Peking University, Beijing, China

    Beijing Innovation Center for Engineering Science and Advanced Technology, Peking University, Beijing, China

    Center for Applied Physics and Technology, Peking University, Beijing, China

    Department of Mechanics and Engineering Science, Peking University, Beijing, China

  2. RWTH Aachen University

    Affiliation as printed

    Institute of Applied Mechanics (IFAM), RWTH Aachen University, Aachen, Germany

  3. RWTH Aachen University

    Affiliation as printed

    Institute of Applied Mechanics (IFAM), RWTH Aachen University, Aachen, Germany

  4. RWTH Aachen University

    Affiliation as printed

    Institute of Applied Mechanics (IFAM), RWTH Aachen University, Aachen, Germany

  5. Columbia University

    Affiliation as printed

    Department of Civil Engineering and Engineering Mechanics, Columbia University, New York, New York 10027, USA

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