Numerical simulation of steel bolted beam-column connections subjected to dynamic loading

Liu Chang; Tan Kang Hai; Fung Tat Ching; Andrew Tyas

doi:10.4028/www.scientific.net/AMM.82.314

Numerical simulation of steel bolted beam-column connections subjected to dynamic loading

Liu Chang^*, Tan Kang Hai, Fung Tat Ching, Andrew Tyas

^*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

2 Citations (Scopus)

Abstract

This study presents the development of a finite element model with the capability to simulate and analyse the response of steel bolted beam-column connections subjected to rapid rate of applied loading. The effect of material strain-rate sensitivity was taken into account and a shear failure criterion was adopted to predict the failure of the connection. By comparing the simulation results with the experimental observed responses, it is found that the numerical techniques and the material model used here can predict the structural behaviour of connections reasonably well.

Original language	English
Title of host publication	Performance, Protection and Strengthening of Structures under Extreme Loading
Pages	314-319
Number of pages	6
DOIs	https://doi.org/10.4028/www.scientific.net/AMM.82.314
Publication status	Published - 2011
Externally published	Yes
Event	3rd International Workshop on Performance, Protection and Strengthening of Structures under Extreme Loading, PROTECT2011 - Lugano, Switzerland Duration: Aug 30 2011 → Sept 1 2011

Publication series

Name	Applied Mechanics and Materials
Volume	82
ISSN (Print)	1660-9336
ISSN (Electronic)	1662-7482

Conference

Conference	3rd International Workshop on Performance, Protection and Strengthening of Structures under Extreme Loading, PROTECT2011
Country/Territory	Switzerland
City	Lugano
Period	8/30/11 → 9/1/11

ASJC Scopus Subject Areas

General Engineering

Keywords

Dynamic loading
Failure criterion
Finite element simulation
Steel bolted beam-column connections

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10.4028/www.scientific.net/AMM.82.314

Cite this

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title = "Numerical simulation of steel bolted beam-column connections subjected to dynamic loading",

abstract = "This study presents the development of a finite element model with the capability to simulate and analyse the response of steel bolted beam-column connections subjected to rapid rate of applied loading. The effect of material strain-rate sensitivity was taken into account and a shear failure criterion was adopted to predict the failure of the connection. By comparing the simulation results with the experimental observed responses, it is found that the numerical techniques and the material model used here can predict the structural behaviour of connections reasonably well.",

keywords = "Dynamic loading, Failure criterion, Finite element simulation, Steel bolted beam-column connections",

author = "Liu Chang and Hai, {Tan Kang} and Ching, {Fung Tat} and Andrew Tyas",

year = "2011",

doi = "10.4028/www.scientific.net/AMM.82.314",

language = "English",

isbn = "9783037852170",

series = "Applied Mechanics and Materials",

pages = "314--319",

booktitle = "Performance, Protection and Strengthening of Structures under Extreme Loading",

note = "3rd International Workshop on Performance, Protection and Strengthening of Structures under Extreme Loading, PROTECT2011 ; Conference date: 30-08-2011 Through 01-09-2011",

}

Chang, L, Hai, TK, Ching, FT & Tyas, A 2011, Numerical simulation of steel bolted beam-column connections subjected to dynamic loading. in Performance, Protection and Strengthening of Structures under Extreme Loading. Applied Mechanics and Materials, vol. 82, pp. 314-319, 3rd International Workshop on Performance, Protection and Strengthening of Structures under Extreme Loading, PROTECT2011, Lugano, Switzerland, 8/30/11. https://doi.org/10.4028/www.scientific.net/AMM.82.314

Numerical simulation of steel bolted beam-column connections subjected to dynamic loading. / Chang, Liu; Hai, Tan Kang; Ching, Fung Tat et al.
Performance, Protection and Strengthening of Structures under Extreme Loading. 2011. p. 314-319 (Applied Mechanics and Materials; Vol. 82).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

TY - GEN

T1 - Numerical simulation of steel bolted beam-column connections subjected to dynamic loading

AU - Chang, Liu

AU - Hai, Tan Kang

AU - Ching, Fung Tat

AU - Tyas, Andrew

PY - 2011

Y1 - 2011

N2 - This study presents the development of a finite element model with the capability to simulate and analyse the response of steel bolted beam-column connections subjected to rapid rate of applied loading. The effect of material strain-rate sensitivity was taken into account and a shear failure criterion was adopted to predict the failure of the connection. By comparing the simulation results with the experimental observed responses, it is found that the numerical techniques and the material model used here can predict the structural behaviour of connections reasonably well.

AB - This study presents the development of a finite element model with the capability to simulate and analyse the response of steel bolted beam-column connections subjected to rapid rate of applied loading. The effect of material strain-rate sensitivity was taken into account and a shear failure criterion was adopted to predict the failure of the connection. By comparing the simulation results with the experimental observed responses, it is found that the numerical techniques and the material model used here can predict the structural behaviour of connections reasonably well.

KW - Dynamic loading

KW - Failure criterion

KW - Finite element simulation

KW - Steel bolted beam-column connections

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DO - 10.4028/www.scientific.net/AMM.82.314

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SN - 9783037852170

T3 - Applied Mechanics and Materials

SP - 314

EP - 319

BT - Performance, Protection and Strengthening of Structures under Extreme Loading

T2 - 3rd International Workshop on Performance, Protection and Strengthening of Structures under Extreme Loading, PROTECT2011

Y2 - 30 August 2011 through 1 September 2011

ER -

Numerical simulation of steel bolted beam-column connections subjected to dynamic loading

Abstract

Publication series

Conference

ASJC Scopus Subject Areas

Keywords

Access to Document

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