Structural Engineering and Mechanics

  • 제55권1호
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  • Pages.93-109
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  • 2015
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Numerical analysis of crack propagation in cement PMMA: application of SED approach

  • Ali, Benouis (Mechanics and Physics of Materials Laboratory, Djillali Liabes University of Sidi Bel-Abbes) ;
  • Abdelkader, Boulenouar (Materials and Reactive Systems Laboratory, Mechanical Engineering Department, University of Sidi-Bel-Abbes) ;
  • Noureddine, Benseddiq (Mechanics Laboratory of Lille, CNRS UMR 8107, Ecole Polytech'Lille, University of Lille1) ;
  • Boualem, Serier (Mechanics and Physics of Materials Laboratory, Djillali Liabes University of Sidi Bel-Abbes)
  • 투고 : 2015.03.01
  • 심사 : 2015.05.18
  • 발행 : 2015.07.10
⟨ 이전 논문 다음 논문 ⟩

초록

Finite element analysis (FEA) combined with the concepts of linear elastic fracture mechanics (LEFM) provides a practical and convenient means to study the fracture and crack growth of materials. In this paper, a numerical modeling of crack propagation in the cement mantle of the reconstructed acetabulum is presented. This work is based on the implementation of the displacement extrapolation method (DEM) and the strain energy density (SED) theory in a finite element code. At each crack increment length, the kinking angle is evaluated as a function of stress intensity factors (SIFs). In this paper, we analyzed the mechanical behavior of cracks initiated in the cement mantle by evaluating the SIFs. The effect of the defect on the crack propagation path was highlighted.

키워드

참고문헌

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