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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.1
- 발행연도
- 2015.1
- 수록면
- 213 - 233 (21page)
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초록· 키워드
오류제보하기
A nonlinear finite element analysis (FEA) model is presented for simulating the behaviour of recycled aggregate concrete-filled steel tube (RACFST) beam-columns subjected to constant axial compressive load and cyclically increasing flexural loading. The FEA model was developed based on ABAQUS software package and a displacement-based approach was used. The proposed engineering stress versus engineering strain relationship of core concrete with the effect of recycled coarse aggregate (RCA) replacement ratio was adopted in the FEA model. The predicted results of the FEA model were compared with the experimental results of several RACFST as well as the corresponding concrete-filled steel tube (CFST) beam-columns under cyclic loading reported in the literature. The comparison results indicated that the proposed FEA model was capable of predicting the load versus deformation relationship, lateral bearing capacity and failure pattern of RACFST beam-columns with an acceptable accuracy. A parametric study was further carried out to investigate the effect of typical parameters on the mechanism of RACFST beam-columns subjected to cyclic loading.
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참고문헌 (25)
참고문헌 신청
ABAQUS / 2007 / ABAQUS Standard User’s Manual, Version 6.7 / Dassault Systèmes Corp
Abdel-Rahman, N. / 1997 / Material properties models for analysis of cold-formed steel members / ASCE J. Struct. Eng 123(9):1135~1143
Aval, S. B. B. / 2002 / Comprehensive composite inelastic fiber element for cyclic analysis of concrete-filled steel tube columns / ASCE J. Eng. Mech 128(4):428~437
Birtel, V. / 2006 / Parameterised finite element modelling of RC beam shear failure / Proceedings of 2006 ABAQUS Users’ Conference :95~108
Chung, K. / 2010 / Prediction of pre- and post-peak behavior of concrete-filled circular steel tube columns under cyclic loads using fiber element method / Thin-Wall. Struct 48(2):169~178
Abdel-Rahman, N. / 1997 / Material properties models for analysis of cold-formed steel members / ASCE J. Struct. Eng 123(9):1135~1143
Aval, S. B. B. / 2002 / Comprehensive composite inelastic fiber element for cyclic analysis of concrete-filled steel tube columns / ASCE J. Eng. Mech 128(4):428~437
Birtel, V. / 2006 / Parameterised finite element modelling of RC beam shear failure / Proceedings of 2006 ABAQUS Users’ Conference :95~108
Chung, K. / 2010 / Prediction of pre- and post-peak behavior of concrete-filled circular steel tube columns under cyclic loads using fiber element method / Thin-Wall. Struct 48(2):169~178
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