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Parametric study of semi-rigid composite connections with 3-D finite element approach

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Parametric study of semi-rigid composite connections with 3-D finite element approach. / Fu, Feng; Lam, Dennis; Ye, Jianqiao.
In: Engineering Structures, Vol. 29, No. 6, 06.2007, p. 888-898.

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

Harvard

Fu, F, Lam, D & Ye, J 2007, 'Parametric study of semi-rigid composite connections with 3-D finite element approach', Engineering Structures, vol. 29, no. 6, pp. 888-898. https://doi.org/10.1016/j.engstruct.2006.07.003

APA

Fu, F., Lam, D., & Ye, J. (2007). Parametric study of semi-rigid composite connections with 3-D finite element approach. Engineering Structures, 29(6), 888-898. https://doi.org/10.1016/j.engstruct.2006.07.003

Vancouver

Fu F, Lam D, Ye J. Parametric study of semi-rigid composite connections with 3-D finite element approach. Engineering Structures. 2007 Jun;29(6):888-898. doi: 10.1016/j.engstruct.2006.07.003

Author

Fu, Feng ; Lam, Dennis ; Ye, Jianqiao. / Parametric study of semi-rigid composite connections with 3-D finite element approach. In: Engineering Structures. 2007 ; Vol. 29, No. 6. pp. 888-898.

Bibtex

@article{ed25e040c97f42938dbbf5f081c95922,
title = "Parametric study of semi-rigid composite connections with 3-D finite element approach",
abstract = "This paper describes the 3-dimensional finite element modelling of composite connection with steel beams and precast hollow core slab. A finite element model to simulate the structural behaviour of the composite beam was described and was used to study the behaviour of a wide range of composite connections to gain a better understanding of the structural behaviour especially the moment-rotation characteristic of the connections. Parametric studies were carried out to investigate the structural behaviour with variations in: size of the beam, thickness of the endplate, thickness of column web, depth of precast hollow cored slab and stud spacing. Through the parametric study, the structural behaviour of the composite connection has been discussed in detail, and recommendations for the design purpose has been made. ",
keywords = "Precast hollow core slab , Finite element , Semi-rigid , Composite connection",
author = "Feng Fu and Dennis Lam and Jianqiao Ye",
year = "2007",
month = jun,
doi = "10.1016/j.engstruct.2006.07.003",
language = "English",
volume = "29",
pages = "888--898",
journal = "Engineering Structures",
issn = "0141-0296",
publisher = "Elsevier BV",
number = "6",

}

RIS

TY - JOUR

T1 - Parametric study of semi-rigid composite connections with 3-D finite element approach

AU - Fu, Feng

AU - Lam, Dennis

AU - Ye, Jianqiao

PY - 2007/6

Y1 - 2007/6

N2 - This paper describes the 3-dimensional finite element modelling of composite connection with steel beams and precast hollow core slab. A finite element model to simulate the structural behaviour of the composite beam was described and was used to study the behaviour of a wide range of composite connections to gain a better understanding of the structural behaviour especially the moment-rotation characteristic of the connections. Parametric studies were carried out to investigate the structural behaviour with variations in: size of the beam, thickness of the endplate, thickness of column web, depth of precast hollow cored slab and stud spacing. Through the parametric study, the structural behaviour of the composite connection has been discussed in detail, and recommendations for the design purpose has been made. 

AB - This paper describes the 3-dimensional finite element modelling of composite connection with steel beams and precast hollow core slab. A finite element model to simulate the structural behaviour of the composite beam was described and was used to study the behaviour of a wide range of composite connections to gain a better understanding of the structural behaviour especially the moment-rotation characteristic of the connections. Parametric studies were carried out to investigate the structural behaviour with variations in: size of the beam, thickness of the endplate, thickness of column web, depth of precast hollow cored slab and stud spacing. Through the parametric study, the structural behaviour of the composite connection has been discussed in detail, and recommendations for the design purpose has been made. 

KW - Precast hollow core slab

KW - Finite element

KW - Semi-rigid

KW - Composite connection

U2 - 10.1016/j.engstruct.2006.07.003

DO - 10.1016/j.engstruct.2006.07.003

M3 - Journal article

VL - 29

SP - 888

EP - 898

JO - Engineering Structures

JF - Engineering Structures

SN - 0141-0296

IS - 6

ER -