Mobile QR Code QR CODE
Export citation EndNote
Title Compressive Behavior of Precast Concrete Column with Hollow Corresponding to Hollow Ratio
Authors 이승준 ; 서수연 ; 배문용 ; 김강수
DOI https://doi.org/10.4334/JKCI.2014.26.4.441
Page pp.441-448
ISSN 1229-5515
Keywords 중공 PC 기둥 ; 중심축력 ; 중공률 ; 충전콘크리트 ; 국부파괴 hollow precast concrete column ; concentrated axial force ; hollow ratio ; grout concrete ; local collapse
Abstract From several researches, recently, it was found that using hollowed precast concrete (HPC) column made more compact concrete casting in joint region possible than using normal solid PC (Precast concrete) column. Therefore, the rigidity of joints can be improved like those of monolithic reinforced concrete (RC). After filling the hollow with grout concrete, however, it is expected that the HPC column behaviors like composite structure since PC element and grout concrete have different materials as well as there is a contact surface between two elements. These may affect the structural behavior and strength of the composite column. A compressive strength test was performed for the HPC column with parameter of hollow ratio for the case with and without grout in the hollow and the result is presented in this paper. The hollow ratios in the test are 35, 50 and 59% of whole section of column. Concentrated axial force was applied to top of the specimens supported as pin connection for both ends. In addition, finite element (FE) analysis was performed to simulate the failure behavior of HPC column for axial compression. As a result, it was found that the hollow ratio did not affect the initial stiffness of HPC filled with grout regardless of the strength difference of HPC and grout. However the strength was increased inversely corresponding to the hollow ratio. The structural capacity of HPC without grout closely related to the hollow size. Especially, the local collapse governs the overall failure when the thickness of HPC is too thin. Based on these effect, a suitable equation was suggested for calculation of the compressive strength of HPC column with or without grout. FE analysis considering the contact surface between HPC and grout produced a good result matched to the test result.