Advances in concrete construction

  • 제13권5호
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  • Pages.377-384
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  • 2022
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

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Investigating nonlinear static behavior of hyperelastic plates using three-parameter hyperelastic model

  • 투고 : 2021.09.25
  • 심사 : 2022.05.04
  • 발행 : 2022.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

The present paper deals with nonlinear deflection analysis of hyperelastic plates rested on elastic foundation and subject to a transverse point force. For modeling of hyperelastic material, three-parameter Ishihara model has been employed. The plate formulation is based on classic plate theory accounting for von-Karman geometric nonlinearity. Therefore, both material and geometric nonlinearities have been considered based on Ishihara hyperelastic plate model. The governing equations for the plate have been derived based on Hamilton's rule and then solved via Galerkin's method. Obtained results show that material parameters of hyperelastic material play an important role in defection analysis. Also, the effects of foundation parameter and load location on plate deflections will be discussed.

키워드

과제정보

The first and second authors would like to thank FPQ (Fidar project Qaem) for providing the fruitful and useful help.

참고문헌

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