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자료유형
학술저널
저자정보
저널정보
한국원자력학회 Nuclear Engineering and Technology Nuclear Engineering and Technology 제47권 제6호
발행연도
2015.1
수록면
756 - 765 (10page)

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Background: Fibers have been used in cement mixture to improve its toughness, ductility,and tensile strength, and to enhance the cracking and deformation characteristics ofconcrete structural members. The addition of fibers into conventional reinforced concretecan enhance the structural and functional performances of safety-related concrete structuresin nuclear power plants. Methods: The effects of steel and polyamide fibers on the shear resisting capacity of aprestressed concrete containment vessel (PCCV) were investigated in this study. For acomparative evaluation between the shear performances of structural walls constructedwith conventional concrete, steel fiber reinforced concrete, and polyamide fiber reinforcedconcrete, cyclic tests for wall specimens were conducted and hysteretic models werederived. Results: The shear resisting capacity of a PCCV constructed with fiber reinforced concretecan be improved considerably. When steel fiber reinforced concrete contains hooked steelfibers in a volume fraction of 1.0%, the maximum lateral displacement of a PCCV can beimproved by > 50%, in comparison with that of a conventional PCCV. When polyamide fiberreinforced concrete contains polyamide fibers in a volume fraction of 1.5%, the maximumlateral displacement of a PCCV can be enhanced by ~40%. In particular, the energy dissipationcapacity in a fiber reinforced PCCV can be enhanced by > 200%. Conclusion: The addition of fibers into conventional concrete increases the ductility andenergy dissipation of wall structures significantly. Fibers can be effectively used to improvethe structural performance of a PCCV subjected to strong ground motions. Steel fibers aremore effective in enhancing the shear performance of a PCCV than polyamide fibers.

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