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논문 기본 정보

자료유형
학술저널
저자정보
Young-Sook Roh (Seoul National University of Science and Technology)
저널정보
대한건축학회 ARCHITECTURAL RESEARCH ARCHITECTURAL RESEARCH Vol.17 No.1
발행연도
2015.3
수록면
41 - 48 (8page)

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Early investigations focused mainly on manipulating the confinement effect to develop a reinforced concrete column with lateral hoops. Based on this legacy model, Li’s model incorporated the additional confinement effect of a steel jacket. However, recent experiments on plain concrete cylinders with steel jackets revealed relatively large discrepancies in the estimates of strength enhancement and the post-peak behavior. Here, we describe a modified constitutive law for confined concrete with an unbonded external steel jacket in terms of three regions for the loading stage. We used a two-phase heterogeneous concrete model to simulate the uniaxial compression test of a 150 mm × 300 mm concrete cylinder with three thicknesses of steel jackets: 1.0 mm, 1.5 mm, and 2.0 mm. The proposed constitutive model was verified by a series of finite element analyses using a finite element program. The damaged plasticity model and extended Drucker-Prager model were applied and compared in terms of the level of pressure sensitivity for confinement in 3D. The proposed model yielded results that were in close agreement with the experimental results

목차

Abstract
1. INTRODUCTION
2. COMPUTER MODELING FOR A HETEROGENEOUS CONCRETE CYLINDER
3. UNCONFINED AND CONDINED MODEL
4. MODIFIED CONSTITUTIVE MODEL FOR STEEL JACKETING CONCRETE
5. CONCLUSIONS
REFERENCES

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UCI(KEPA) : I410-ECN-0101-2016-540-001366383