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Title |
Flexural Strength Estimation of Half-Depth Precast Concrete Composite Slab Manufactured by the Long-Line Method
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Keywords |
반단면 프리캐스트 콘크리트 합성 슬래브 ; PSC ; 프리텐션 ; 롱라인 공법 ; 휨거동 ; 휨강도 Half-depth precast concrete composite slab ; PSC ; Pretension ; Long-line method ; Flexural behavior ; Flexural strength |
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Abstract |
Prestressed concrete (PSC) members are readly available in civil engineering applications due to the convenience of construction and easy of quality control in the manufacturing process of the member. Especially, half-depth precast concrete composite slab, which is one of the PSC flexural members is developed recently using the long-line method. The half-depth precast concrete composite slabs are composed of the precast concrete and the in-situ concrete placed at the site. In this paper, we present the results of experimental investigations pertaining to the pretensioning efficiency and the flexural behavior of half-depth precast concrete composite slab which is made of precast PSC manufactured by the long-line method. In the long-line method, the pretensioned precast member is manufactured simultaneously, by tensioning tendons at once. In addition, we suggest the equation that can estimate the flexural strength of half-depth precast concrete composite slab reasonably by considering the effects of rebar embedded in the precast PSC flexural member.
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