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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.18 No.5
- 발행연도
- 2015.1
- 수록면
- 1,239 - 1,258 (20page)
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초록· 키워드
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This paper presents a master-slave constraint method, which may substitute the conventional transformed-section method, to account for the changes in cross-sectional properties of composite members during construction and to investigate the time-dependent performance of steel-concrete composite bridges. The time-dependent effects caused by creep and shrinkage of concrete are considered by combining the age-adjusted effective modulus method and finite element analysis. An efficient computational tool which runs in AutoCAD environment is developed to simulate the construction process of steel-concrete composite bridges. The major highlight of the developed tool consists in a very convenient and user-friendly interface integrated in AutoCAD environment. The accuracy of the proposed method is verified by comparing its results with those provided by using the transformed-section method. Furthermore, the computational efficiency of the developed tool is demonstrated by applying it to a steel-concrete composite bridge.
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참고문헌 (34)
참고문헌 신청
ABAQUS / 2010 / ABAQUS Analysis user’s manual (version 6.10) / Dassault Systèmes Simulia Corp
Amadio, C. / 1997 / Simplified approach to evaluate creep and shrinkage effects in steel-concrete composite beams / J. Struct. Eng 123(5):1153~1162
Amadio, C. / 2012 / Evaluation of the deflection of steel-concrete composite beams at serviceability limit state / J. Construct. Steel Res 73:95~104
ANSYS / 2012 / ANSYS Mechanical user guide (version 14.5) / ANSYS Inc
Bažant, Z. P. / 1972 / Prediction of concrete creep effects using age-adjusted effective modulus method / ACI J 69:212~217
Amadio, C. / 1997 / Simplified approach to evaluate creep and shrinkage effects in steel-concrete composite beams / J. Struct. Eng 123(5):1153~1162
Amadio, C. / 2012 / Evaluation of the deflection of steel-concrete composite beams at serviceability limit state / J. Construct. Steel Res 73:95~104
ANSYS / 2012 / ANSYS Mechanical user guide (version 14.5) / ANSYS Inc
Bažant, Z. P. / 1972 / Prediction of concrete creep effects using age-adjusted effective modulus method / ACI J 69:212~217
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