Material property optimization of Pultruded FRP bridge deck section

인발성형 FRP 바닥판의 물성 최적화

  • 최영민 (한양대학교 토목환경공학과) ;
  • 조효남 (한양대학교 토목환경공학) ;
  • 이종순 (한양대학교 토목환경공학) ;
  • 김희성 (한양대학교 토목환경공학과)
  • Published : 2004.04.01

Abstract

The apparent advantages of FRP (fiber reinforced plastics) composites over the conventional structural materials may be attributed to their high specific strength and stiffness. Other affordable properties of FRPs including an excellent durability make them particularly attractive for the structures in severe service conditions. Therefore, the material and sectional properties of a FRP structural component should be designed to meet its specific requirements and service conditions. This paper is performed the material property optimization under optimum design of pultruded FRP bridge deck section. In the problem formulation, an objective function is selected to minimize the maximum R(strength ratio). The thickness of layers, volumes of fibers and matrix fiber orientation, and stacking sequence of FRPs are used as the design variables. Strength ratio in the design code, material failure criteria and pultruded manufacture thickness are selected as the design constraints to enhance the material performance of FRP decks. From the results of the numerical investigation, we obtained the optimum deck section profile for conventional using object.

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