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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.28 No.1
- 발행연도
- 2018.1
- 수록면
- 73 - 82 (10page)
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초록· 키워드
오류제보하기
This paper experimentally and analytically elucidates the shear behavior and shear bearing capacity of partially prefabricated steel reinforced concrete (PPSRC) columns and hollow partially prefabricated steel reinforced concrete (HPSRC) columns. Seven specimens including five PPSRC column specimens and two HPSRC column specimens were tested under static monotonic loading. In the test, the influences of shear span aspect ratio and difference of cast-in-place concrete strength on the shear behavior of PPSRC and HPSRC columns were investigated. Based on the test results, the failure pattern, the loaddisplacement behavior and the shear capacity were focused and analyzed. The test results demonstrated that all the column specimens failed in shear failure mode with high bearing capacity and good deformability. Smaller shear span aspect ratio and higher strength of inner concrete resulted in higher shear bearing capacity, with more ductile and better deformability. Furthermore, calculation formula for predicting the ultimate shear capacity of the PPSRC and HPSRC columns were proposed on the basis of the experimental results.
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참고문헌 (34)
참고문헌 신청
2011 / ACI318, Building code requirements for structural concrete and commentary / American Concrete Institute
Hossein Agheshlui / 2017 / Anchored blind bolted composite connection to a concrete filled steel tubular column / Steel and Composite Structures, An International Journal 23(1):115~130
AIJ. / 1998 / Calculation standard and explication of steel reinforced concrete structures / Atomic Energy Press
Hasan M. Albegmprli / 2015 / Reliability analysis of reinforced concrete haunched beams shear capacity based on stochastic nonlinear FE analysis / Computers and Concrete, An International Journal 15(2):259~277
Chen, C.C. / 2006 / Analytical model for predicting axial capacity and behavior of concrete encased steel composite stub columns / J. Constr. Steel Res. 62(5):424~433
Hossein Agheshlui / 2017 / Anchored blind bolted composite connection to a concrete filled steel tubular column / Steel and Composite Structures, An International Journal 23(1):115~130
AIJ. / 1998 / Calculation standard and explication of steel reinforced concrete structures / Atomic Energy Press
Hasan M. Albegmprli / 2015 / Reliability analysis of reinforced concrete haunched beams shear capacity based on stochastic nonlinear FE analysis / Computers and Concrete, An International Journal 15(2):259~277
Chen, C.C. / 2006 / Analytical model for predicting axial capacity and behavior of concrete encased steel composite stub columns / J. Constr. Steel Res. 62(5):424~433
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