Computers and Concrete

  • 제18권1호
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  • Pages.99-112
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  • 2016
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Finite element modeling of the influence of FRP techniques on the seismic behavior of historical arch stone bridge

  • Mahdikhani, Mahdi (Civil Engineering Department, Imam Khomeini International University) ;
  • Naderi, Melika (Dipartimento di Architettura Urbanistica Ingegneria delle Costruzioni) ;
  • Zekavati, Mehdi (Civil Engineering Department, Qazvin Branch, Islamic Azad University)
  • 투고 : 2015.11.07
  • 심사 : 2016.04.06
  • 발행 : 2016.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

Since the preservation of monuments is very important to human societies, different methods are required to preserve historic structures. In this paper, 3D model of arch stone bridge at Pont Saint Martin, Aosta, Italy, was simulated by 1660 integrated separate stones using ABAQUS$^{(R)}$ software to investigate the seismic susceptibility of the bridge. The main objective of this research was to study a method of preservation of the historical stone bridge against possible earthquakes using FRP techniques. The nonlinear behavior model of materials used theory of plasticity based on Drucker-Prager yield criterion. Then, contact behavior between the block and mortar was modeled. Also, Seismosignal software was used to collect data related to 1976 Friuli Earthquake Italy, which constitutes a real seismic loading. The results show that, retrofitting of the arch stone bridge using FRP techniques decreased displacement of stones of spandrel walls, which prevents the collapse of stones.

키워드

참고문헌

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피인용 문헌

  1. Buckling of concrete columns retrofitted with Nano-Fiber Reinforced Polymer (NFRP) vol.18, pp.5, 2016, https://doi.org/10.12989/cac.2016.18.5.1053
  2. Experimental study on axial compressive behavior of hybrid FRP confined concrete columns vol.19, pp.4, 2017, https://doi.org/10.12989/cac.2017.19.4.395
  3. FE modeling of Partially Steel-Jacketed (PSJ) RC columns using CDP model vol.22, pp.2, 2016, https://doi.org/10.12989/cac.2018.22.2.143
  4. The contribution of encapsulated polyurethane adhesive in improving the static torsional resistances of self-healing concrete beam comparing bonded FRP technique vol.191, pp.None, 2016, https://doi.org/10.1016/j.conbuildmat.2018.09.188
  5. Nonlinear soil deformability effects on the seismic damage mechanisms of brick and stone masonry arch bridges vol.30, pp.3, 2016, https://doi.org/10.1177/1056789520974423
  6. Seismic Performances of Different Spandrel Wall Strengthening Techniques in Masonry Arch Bridges vol.15, pp.11, 2016, https://doi.org/10.1080/15583058.2020.1719234