Structural Engineering and Mechanics

  • 제2권1호
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  • Pages.49-62
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  • 1994
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Axisymmetric analysis of multi-layered transversely isotropic elastic media with general interlayer and support conditions

  • Lee, J.S. (Department of Civil and Environmental Engineering, Clarkson University) ;
  • Jiang, L.Z. (Department of Civil and Environmental Engineering, Clarkson University)
  • 발행 : 1994.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

Based on the transfer matrix approach and integral transforms, a solution method is developed for the stress analysis of axisymmetrically loaded transversely isotropic elastic media with generalized interlayer and support conditions. Transfer functions (Green's functions in the transformed domain) are obtained in explicit integral form. For several problems of practical interest with different loading and support conditions, solutions are worked out in detail. For the inversion operation, an efficient technique is introduced to remedy the slow convergence of numerical integrals involving oscillating functions. Several illustrative examples are considered and numerical results are presented.

키워드

과제정보

연구 과제 주관 기관 : National Science Foundation

참고문헌

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피인용 문헌

  1. Exact electroelastic analysis of piezoelectric laminae via state space approach vol.33, pp.7, 1996, https://doi.org/10.1016/0020-7683(95)00083-6
  2. Influence of interface conditions on the response of transversely isotropic multi-layered medium by impact load vol.77, 2018, https://doi.org/10.1016/j.jmbbm.2017.09.034
  3. Analysis of indentation cracking in piezoceramics vol.38, pp.10-13, 2001, https://doi.org/10.1016/S0020-7683(00)00142-6
  4. Spectral element solution for transversely isotropic elastic multi-layered structures subjected to axisymmetric loading vol.72, 2016, https://doi.org/10.1016/j.compgeo.2015.11.004
  5. Plane Orthotropic Layer by Transfer Matrix‐Spline Boundary Element vol.120, pp.5, 1994, https://doi.org/10.1061/(ASCE)0733-9399(1994)120:5(1026)
  6. Complex Variable Solution for Stress and Displacement of Layered Soil with Finite Thickness vol.12, pp.2, 1994, https://doi.org/10.3390/app12020766