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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국계산역학회 Computers and Concrete, An International Journal Computers and Concrete, An International Journal Vol.15 No.6
- 발행연도
- 2015.1
- 수록면
- 865 - 878 (14page)
이용수
초록· 키워드
오류제보하기
In order to construct a multiscale model for the compressive strength of plain concrete columns with circular cross section subjected to central longitudinal compressive load, a column failure mechanism is proposed based on the theory of internal instability. Based on an energy analysis, the multiscale model is developed to describe the failure process and predict the column’s compressive strength. Comparisons of the predicted results with experimental data show that the proposed multiscale model can accurately represent both the compressive strength of the concrete columns with circular cross section, and the effect of column size on its strength.
목차
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참고문헌 (22)
참고문헌 신청
Adepegba, D. / 1981 / Performance of steel fibre reinforced concrete in axial loaded short columns / Int. J. Cem. Compos. Lightweigh Concr. 3(4):255~259
American Concrete Institute / 1996 / High-strength concrete columns: state of the art, Reported by Joint ACI-ASCE Committee 441
Anderson, T. L. / 2005 / Fracture Mechanics / Taylor & Francis
Bazǎnt, Z. P. / 1967 / Stability of continuum and compression strength / Bulletin, RILEM
Bazǎnt, Z.P. / 2005 / Microplane model M5 with kinematic and static constraints for concrete fracture and anelasticity I: Theory / J. Eng. Mech 131(1):31~40
American Concrete Institute / 1996 / High-strength concrete columns: state of the art, Reported by Joint ACI-ASCE Committee 441
Anderson, T. L. / 2005 / Fracture Mechanics / Taylor & Francis
Bazǎnt, Z. P. / 1967 / Stability of continuum and compression strength / Bulletin, RILEM
Bazǎnt, Z.P. / 2005 / Microplane model M5 with kinematic and static constraints for concrete fracture and anelasticity I: Theory / J. Eng. Mech 131(1):31~40
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