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Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region

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Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region. / Fu, Feng; Lam, Dennis; Ye, Jianqiao.
In: Journal of Constructional Steel Research, Vol. 64, No. 12, 12.2008, p. 1408-1419.

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

Harvard

Fu, F, Lam, D & Ye, J 2008, 'Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region', Journal of Constructional Steel Research, vol. 64, no. 12, pp. 1408-1419. https://doi.org/10.1016/j.jcsr.2008.01.012

APA

Fu, F., Lam, D., & Ye, J. (2008). Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region. Journal of Constructional Steel Research, 64(12), 1408-1419. https://doi.org/10.1016/j.jcsr.2008.01.012

Vancouver

Fu F, Lam D, Ye J. Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region. Journal of Constructional Steel Research. 2008 Dec;64(12):1408-1419. doi: 10.1016/j.jcsr.2008.01.012

Author

Fu, Feng ; Lam, Dennis ; Ye, Jianqiao. / Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region. In: Journal of Constructional Steel Research. 2008 ; Vol. 64, No. 12. pp. 1408-1419.

Bibtex

@article{59a6d8a0de224888b0b24339253e2d16,
title = "Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region",
abstract = "In this paper, using the general purpose software ABAQUS, a three dimensional (3-D) finite element model was built to simulate semi-rigid composite connection with precast hollowcore slabs. 3D continuum elements are used for all parts of the composite connections and the contact conditions between all the components are explicitly modelled. The model also incorporates nonlinear material characteristics and non-linear geometric behaviour. A simplified method to simulate the bolted end plate connection is introduced and validated. The proposed Simulation method of the longitudinal shear transmission can accurately Simulate the plastic state of the longitudinal rebars after cracking. Different materials are chosen by the authors to Simulate the concrete slab, and the elastic-plastic material property is adopted which can accurately simulate the moment-rotation response of the connections. Numerical results are presented and compared with the experimental data and good agreement is obtained. (c) 2008 Elsevier Ltd. All rights reserved.",
keywords = "Connection, Semi-rigid , Pre-tension , Finite element , Connections , Modelling , Bolts , Endplate",
author = "Feng Fu and Dennis Lam and Jianqiao Ye",
year = "2008",
month = dec,
doi = "10.1016/j.jcsr.2008.01.012",
language = "English",
volume = "64",
pages = "1408--1419",
journal = "Journal of Constructional Steel Research",
issn = "0143-974X",
publisher = "Elsevier Ltd",
number = "12",

}

RIS

TY - JOUR

T1 - Modelling semi-rigid composite joints with precast hollowcore slabs in hogging moment region

AU - Fu, Feng

AU - Lam, Dennis

AU - Ye, Jianqiao

PY - 2008/12

Y1 - 2008/12

N2 - In this paper, using the general purpose software ABAQUS, a three dimensional (3-D) finite element model was built to simulate semi-rigid composite connection with precast hollowcore slabs. 3D continuum elements are used for all parts of the composite connections and the contact conditions between all the components are explicitly modelled. The model also incorporates nonlinear material characteristics and non-linear geometric behaviour. A simplified method to simulate the bolted end plate connection is introduced and validated. The proposed Simulation method of the longitudinal shear transmission can accurately Simulate the plastic state of the longitudinal rebars after cracking. Different materials are chosen by the authors to Simulate the concrete slab, and the elastic-plastic material property is adopted which can accurately simulate the moment-rotation response of the connections. Numerical results are presented and compared with the experimental data and good agreement is obtained. (c) 2008 Elsevier Ltd. All rights reserved.

AB - In this paper, using the general purpose software ABAQUS, a three dimensional (3-D) finite element model was built to simulate semi-rigid composite connection with precast hollowcore slabs. 3D continuum elements are used for all parts of the composite connections and the contact conditions between all the components are explicitly modelled. The model also incorporates nonlinear material characteristics and non-linear geometric behaviour. A simplified method to simulate the bolted end plate connection is introduced and validated. The proposed Simulation method of the longitudinal shear transmission can accurately Simulate the plastic state of the longitudinal rebars after cracking. Different materials are chosen by the authors to Simulate the concrete slab, and the elastic-plastic material property is adopted which can accurately simulate the moment-rotation response of the connections. Numerical results are presented and compared with the experimental data and good agreement is obtained. (c) 2008 Elsevier Ltd. All rights reserved.

KW - Connection

KW - Semi-rigid

KW - Pre-tension

KW - Finite element

KW - Connections

KW - Modelling

KW - Bolts

KW - Endplate

U2 - 10.1016/j.jcsr.2008.01.012

DO - 10.1016/j.jcsr.2008.01.012

M3 - Journal article

VL - 64

SP - 1408

EP - 1419

JO - Journal of Constructional Steel Research

JF - Journal of Constructional Steel Research

SN - 0143-974X

IS - 12

ER -