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Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs

Research output: Contribution to Journal/Magazine › Journal article › peer-review

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Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs. / Fu, Feng; Lam, Dennis; Ye, Jianqiao.
In: Journal of Constructional Steel Research, Vol. 66, No. 3, 03.2010, p. 452-461.

Research output: Contribution to Journal/Magazine › Journal article › peer-review

Harvard

Fu, F, Lam, D & Ye, J 2010, 'Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs', Journal of Constructional Steel Research, vol. 66, no. 3, pp. 452-461. https://doi.org/10.1016/j.jcsr.2009.10.016

APA

Fu, F., Lam, D., & Ye, J. (2010). Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs. Journal of Constructional Steel Research, 66(3), 452-461. https://doi.org/10.1016/j.jcsr.2009.10.016

Vancouver

Fu F, Lam D, Ye J. Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs. Journal of Constructional Steel Research. 2010 Mar;66(3):452-461. doi: 10.1016/j.jcsr.2009.10.016

Author

Fu, Feng ; Lam, Dennis ; Ye, Jianqiao. / Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs. In: Journal of Constructional Steel Research. 2010 ; Vol. 66, No. 3. pp. 452-461.

Bibtex

@article{79d35daf270f4d32a20e588b00c4b672,
title = "Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs",
abstract = "Semi-rigid composite connections with precast hollowcore slabs are a newly developed technique with few applications in current construction practice. The research on the structural behaviour of this new type of connection is limited, with no existing method available to predict its important characteristics such as moment and rotation capacities. In this paper, based on the parametric studies of the three-dimensional finite element model and full-scale tests, analytical methods to calculate the moment and rotation capacity of this type of composite joint are proposed. A comparison between the proposed calculation method and the full-scale test results was made, and good agreement was obtained. (C) 2009 Elsevier Ltd. All rights reserved.",
keywords = "Connection, Semi-rigid , Moment capacity , Rotation capacity , Finite element , Modelling",
author = "Feng Fu and Dennis Lam and Jianqiao Ye",
year = "2010",
month = mar,
doi = "10.1016/j.jcsr.2009.10.016",
language = "English",
volume = "66",
pages = "452--461",
journal = "Journal of Constructional Steel Research",
issn = "0143-974X",
publisher = "Elsevier Ltd",
number = "3",

}

RIS

TY - JOUR

T1 - Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs

AU - Fu, Feng

AU - Lam, Dennis

AU - Ye, Jianqiao

PY - 2010/3

Y1 - 2010/3

N2 - Semi-rigid composite connections with precast hollowcore slabs are a newly developed technique with few applications in current construction practice. The research on the structural behaviour of this new type of connection is limited, with no existing method available to predict its important characteristics such as moment and rotation capacities. In this paper, based on the parametric studies of the three-dimensional finite element model and full-scale tests, analytical methods to calculate the moment and rotation capacity of this type of composite joint are proposed. A comparison between the proposed calculation method and the full-scale test results was made, and good agreement was obtained. (C) 2009 Elsevier Ltd. All rights reserved.

AB - Semi-rigid composite connections with precast hollowcore slabs are a newly developed technique with few applications in current construction practice. The research on the structural behaviour of this new type of connection is limited, with no existing method available to predict its important characteristics such as moment and rotation capacities. In this paper, based on the parametric studies of the three-dimensional finite element model and full-scale tests, analytical methods to calculate the moment and rotation capacity of this type of composite joint are proposed. A comparison between the proposed calculation method and the full-scale test results was made, and good agreement was obtained. (C) 2009 Elsevier Ltd. All rights reserved.

KW - Connection

KW - Semi-rigid

KW - Moment capacity

KW - Rotation capacity

KW - Finite element

KW - Modelling

U2 - 10.1016/j.jcsr.2009.10.016

DO - 10.1016/j.jcsr.2009.10.016

M3 - Journal article

VL - 66

SP - 452

EP - 461

JO - Journal of Constructional Steel Research

JF - Journal of Constructional Steel Research

SN - 0143-974X

IS - 3

ER -