TY - JOUR
T1 - Seismic performance of the concrete-encased CFST column to RC beam joints
T2 - Analytical study
AU - Ma, Dan Yang
AU - Han, Lin Hai
AU - Zhao, Xiao Ling
AU - Yang, Wei Biao
N1 - Funding Information:
The research reported in this paper is part of the Project 51678341 supported by the National Natural Science Foundation of China (NSFC). The financial support is highly appreciated.
Publisher Copyright:
© 2020 Techno-Press, Ltd.
PY - 2020/9/10
Y1 - 2020/9/10
N2 - A finite element analysis (FEA) model is established to investigate the concrete-encased concrete-filled steel tubular (CFST) column to reinforced concrete (RC) beam joints under cyclic loading. The feasibility of the FEA model is verified by a set of test results, consisting of the failure modes, the exposed view of connections, the crack distributions and development, and the hysteretic relationships. The full-range analysis is conducted to investigate the stress and strain development process in the composite joint by using this FEA model. The internal force distributions of different components, as well as the deformation distributions, are analyzed under different failure modes. The proposed connections are investigated under dimensional and material parameters, and the proper constructional details of the connections are recommended. Parameters of the beam-column joints, including material strength, confinement factor, reinforcement ratio, diameter of steel tube to sectional width ratio, beam to column linear bending stiffness ratio and beam shear span ratio are evaluated. Furthermore, the key parameters affecting the failure modes and the corresponding parameters ranges are proposed in this paper.
AB - A finite element analysis (FEA) model is established to investigate the concrete-encased concrete-filled steel tubular (CFST) column to reinforced concrete (RC) beam joints under cyclic loading. The feasibility of the FEA model is verified by a set of test results, consisting of the failure modes, the exposed view of connections, the crack distributions and development, and the hysteretic relationships. The full-range analysis is conducted to investigate the stress and strain development process in the composite joint by using this FEA model. The internal force distributions of different components, as well as the deformation distributions, are analyzed under different failure modes. The proposed connections are investigated under dimensional and material parameters, and the proper constructional details of the connections are recommended. Parameters of the beam-column joints, including material strength, confinement factor, reinforcement ratio, diameter of steel tube to sectional width ratio, beam to column linear bending stiffness ratio and beam shear span ratio are evaluated. Furthermore, the key parameters affecting the failure modes and the corresponding parameters ranges are proposed in this paper.
KW - Concrete-encased CFST column
KW - Finite element analysis (FEA)
KW - Full-range analysis
KW - Joint
KW - Reinforced concrete(RC) beam
KW - Seismic performance
UR - http://www.scopus.com/inward/record.url?scp=85096112760&partnerID=8YFLogxK
U2 - 10.12989/scs.2020.36.5.533
DO - 10.12989/scs.2020.36.5.533
M3 - Journal article
AN - SCOPUS:85096112760
SN - 1229-9367
VL - 36
SP - 533
EP - 551
JO - Steel and Composite Structures
JF - Steel and Composite Structures
IS - 5
ER -