Computers and Concrete

  • 제2권2호
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  • Pages.165-176
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  • 2005
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Crack propagation simulation of concrete with the regular triangular lattice model

  • Jo, Byung-Wan (Department of Civil Engineering, Hanyang University) ;
  • Tae, Ghi-Ho (Department of Civil Engineering, Bucheon University) ;
  • Schlangen, Erik (Department of Civil Engineering, Delft University Technology) ;
  • Kim, Chang-Hyun (Department of Civil Engineering, Hanyang University)
  • 투고 : 2004.10.06
  • 심사 : 2005.03.28
  • 발행 : 2005.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper discusses 2D lattice models of beams for simulating the fracture of brittle materials. A simulation of an experiment on a concrete beam subjected to bending, in which two overlapping cracks occur, is used to study the effect of individual beam characteristics and different arrangements of the beams in the overall lattice. It was found that any regular orientation of the beams influences the resulting crack patterns. Methods to implement a wide range of Poisson's ratios are also developed, and the use of the lattice to study arbitrary micro-structures is outlined. The crack patterns that are obtained with lattice are in good agreement with the experimental results. Also, numerical simulations of the tests were performed by means of a lattice model, and non-integer dimensions were measured on the predicted lattice damage patterns.

키워드

참고문헌

  1. Walraven, J. C. (1980), "Aggregate interlock: A theoretical and experimental analysis", Ph. D. thesis, Delft University of Technology.
  2. Bazant, Z. P. (1984), "Size effect in blunt fracture: concrete,rock, metal". J. Eng. Mech., ASCE 110, 518-535. https://doi.org/10.1061/(ASCE)0733-9399(1984)110:4(518)
  3. Karihaloo, B. L. (1985), Fracture Mechanics and Structural Concrete. UK: Addison Wesley Longman, 151.
  4. Bazant, Z. P. and Pfriffer, P. A. (1988), "Determination of fracture energy properties form size effect and brittleness number", ACI Mater J., 111, 463-480.
  5. Schlangen, E. (1993), "Experimental and numerical analysis of fracture processes in concrete", Ph. D. Thesis, Delft University of Technology, 62-65.
  6. Carpinteri A. (1994), "Fractal nature of material microstructure and size effects on apparent mechanical properties", Mech. Material, 18, 89-101. https://doi.org/10.1016/0167-6636(94)00008-5
  7. Van Mier, J. G. M., Schlangen, E. and Vervuurt, A. (1995), "Lattice type fracture models for concrete", In Continuum Models for Materials with Microstructure, H. B. Muhihaus(ed.). John Wiley & Sons Ltd., 341-377.
  8. Vervuurt, A. H. J. M. (1997), "Interface fracture in concrete", Ph. D. thesis, Delft University of Technology.

피인용 문헌

  1. Punching shear behavior of recycled aggregate concrete vol.21, pp.3, 2005, https://doi.org/10.12989/cac.2018.21.3.321
  2. Multi-scale Approach from Atomistic to Macro for Simulation of the Elastic Properties of Cement Paste vol.44, pp.3, 2005, https://doi.org/10.1007/s40996-019-00288-6