Finite element modelung of semi-rigid composite joints with precast hollow core slabs

School of Engineering

Associated organisational unit

Structures, Materials and Manufacturing

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSN › Conference contribution/Paper › peer-review

Published

Standard

Finite element modelung of semi-rigid composite joints with precast hollow core slabs. / Lam, D.; Ye, J. Q.; Fu, F.
8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings. Harbin, China: HARBIN INSTITUTE TECHNOLOGY PUBLISHERS, 2006. p. 426-433.

Research output: Contribution in Book/Report/Proceedings - With ISBN/ISSN › Conference contribution/Paper › peer-review

Harvard

Lam, D, Ye, JQ & Fu, F 2006, Finite element modelung of semi-rigid composite joints with precast hollow core slabs. in 8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings. HARBIN INSTITUTE TECHNOLOGY PUBLISHERS, Harbin, China, pp. 426-433, 8th International Conference on Steel-Concrete Composite and Hybrid Structures, Harbin, 12/08/06.

APA

Lam, D., Ye, J. Q., & Fu, F. (2006). Finite element modelung of semi-rigid composite joints with precast hollow core slabs. In 8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings (pp. 426-433). HARBIN INSTITUTE TECHNOLOGY PUBLISHERS.

Vancouver

Lam D, Ye JQ, Fu F. Finite element modelung of semi-rigid composite joints with precast hollow core slabs. In 8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings. Harbin, China: HARBIN INSTITUTE TECHNOLOGY PUBLISHERS. 2006. p. 426-433

Author

Lam, D. ; Ye, J. Q. ; Fu, F. / Finite element modelung of semi-rigid composite joints with precast hollow core slabs. 8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings. Harbin, China : HARBIN INSTITUTE TECHNOLOGY PUBLISHERS, 2006. pp. 426-433

Bibtex

@inproceedings{bcbfdff157704b8ea3b2e899b8806379,

title = "Finite element modelung of semi-rigid composite joints with precast hollow core slabs",

abstract = "This paper described the finite element modelling of the semi-rigid composite beam-column joints with the composite steel beams and precast hollowcore slabs which can accurately simulate the moment-rotation response of the connections. Using the general purpose finite element software ABAQUS, a three dimensional model of the composite joint is set up. The techniques of simulating the bolt force, the endplate, the concrete elements, the reinforcement, the shear connectors and the interaction between the slabs and the steel beams are discussed. The results are presented and compared with the experimental data and good agreement is obtained. Parametric studies using the developed model will be performed to gain better understanding of this form of composite joints.",

author = "D. Lam and Ye, {J. Q.} and F. Fu",

year = "2006",

language = "English",

pages = "426--433",

booktitle = "8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings",

publisher = "HARBIN INSTITUTE TECHNOLOGY PUBLISHERS",

note = "8th International Conference on Steel-Concrete Composite and Hybrid Structures ; Conference date: 12-08-2006 Through 14-08-2006",

}

RIS

TY - GEN

T1 - Finite element modelung of semi-rigid composite joints with precast hollow core slabs

AU - Lam, D.

AU - Ye, J. Q.

AU - Fu, F.

PY - 2006

Y1 - 2006

N2 - This paper described the finite element modelling of the semi-rigid composite beam-column joints with the composite steel beams and precast hollowcore slabs which can accurately simulate the moment-rotation response of the connections. Using the general purpose finite element software ABAQUS, a three dimensional model of the composite joint is set up. The techniques of simulating the bolt force, the endplate, the concrete elements, the reinforcement, the shear connectors and the interaction between the slabs and the steel beams are discussed. The results are presented and compared with the experimental data and good agreement is obtained. Parametric studies using the developed model will be performed to gain better understanding of this form of composite joints.

AB - This paper described the finite element modelling of the semi-rigid composite beam-column joints with the composite steel beams and precast hollowcore slabs which can accurately simulate the moment-rotation response of the connections. Using the general purpose finite element software ABAQUS, a three dimensional model of the composite joint is set up. The techniques of simulating the bolt force, the endplate, the concrete elements, the reinforcement, the shear connectors and the interaction between the slabs and the steel beams are discussed. The results are presented and compared with the experimental data and good agreement is obtained. Parametric studies using the developed model will be performed to gain better understanding of this form of composite joints.

M3 - Conference contribution/Paper

SP - 426

EP - 433

BT - 8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings

PB - HARBIN INSTITUTE TECHNOLOGY PUBLISHERS

CY - Harbin, China

T2 - 8th International Conference on Steel-Concrete Composite and Hybrid Structures

Y2 - 12 August 2006 through 14 August 2006

ER -

Research

Associated organisational unit