Computers and Concrete

  • 제7권2호
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  • Pages.145-158
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  • 2010
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Integration of the microplane constitutive model into the EPIC code

  • Littlefield, David (Department of Mechanical Engineering, The University of Alabama at Birmingham) ;
  • Walls, Kenneth C. (The University of Alabama at Birmingham) ;
  • Danielson, Kent T. (US Army Engineer Research and Development Center)
  • 투고 : 2009.10.20
  • 심사 : 2009.11.24
  • 발행 : 2010.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this work the implementation of a production-level port of the Microplane constitutive model for concrete into the EPIC code is described. The port follows guidelines outlined in the Material Model Module (MMM) standard used in EPIC to insure a seamless interface with the existing code. Certain features of the model were not implemented using the MMM interface due to compatibility reasons; for example, a separate module was developed to initialize, store and update internal state variables. Objective strain and deformation measures for use in the material model were also implemented into the code. Example calculations were performed and illustrate the veracity of this new implementation.

키워드

참고문헌

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피인용 문헌

  1. The high-rate brittle microplane concrete model: Part I: bounding curves and quasi-static fit to material property data vol.9, pp.4, 2012, https://doi.org/10.12989/cac.2012.9.4.293
  2. The high-rate brittle microplane concrete model: Part II: application to projectile perforation of concrete slabs vol.9, pp.4, 2012, https://doi.org/10.12989/cac.2012.9.4.311