Effective width approach for local buckling of aluminium sections exposed to fire

J. Maljaars; F. Soetens; H.H. Snijder; J.H.H. Fellinger

Effective width approach for local buckling of aluminium sections exposed to fire

J. Maljaars, F. Soetens, H.H. Snijder, J.H.H. Fellinger

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review

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Abstract

Structural components of aluminium alloys are relatively sensitive to local buckling, due to the thin walls usually applied in combination with he high strength over stiffness ratios. Well evaIuated verification models are available to check he resistance for local buckling at room temperature. For fire design, however, such verification models are not available in case of aluminium structures. Based on a finite element study, this paper gives a verification model for local buckling of aluminium alloy structural components when exposed to fire.

Original language	English
Title of host publication	Fifth International Conference on Thin-Walled Structures 2008
Editors	M. Mahendran
Place of Publication	Brisbane
Publisher	Queensland University
Pages	705-712
ISBN (Print)	9781741072396
Publication status	Published - 2008
Event	5th International Conference on Thin-Walled Structures, June 18-20, 2008, Gold Coast, Australia - Gold Coast, Australia Duration: 18 Jun 2008 → 20 Jun 2008

Conference

Conference	5th International Conference on Thin-Walled Structures, June 18-20, 2008, Gold Coast, Australia
Country/Territory	Australia
City	Gold Coast
Period	18/06/08 → 20/06/08

Cite this

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title = "Effective width approach for local buckling of aluminium sections exposed to fire",

abstract = "Structural components of aluminium alloys are relatively sensitive to local buckling, due to the thin walls usually applied in combination with he high strength over stiffness ratios. Well evaIuated verification models are available to check he resistance for local buckling at room temperature. For fire design, however, such verification models are not available in case of aluminium structures. Based on a finite element study, this paper gives a verification model for local buckling of aluminium alloy structural components when exposed to fire.",

author = "J. Maljaars and F. Soetens and H.H. Snijder and J.H.H. Fellinger",

year = "2008",

language = "English",

isbn = "9781741072396",

pages = "705--712",

editor = "M. Mahendran",

booktitle = "Fifth International Conference on Thin-Walled Structures 2008",

publisher = "Queensland University",

note = "5th International Conference on Thin-Walled Structures, June 18-20, 2008, Gold Coast, Australia ; Conference date: 18-06-2008 Through 20-06-2008",

}

Maljaars, J, Soetens, F, Snijder, HH & Fellinger, JHH 2008, Effective width approach for local buckling of aluminium sections exposed to fire. in M Mahendran (ed.), Fifth International Conference on Thin-Walled Structures 2008. Queensland University, Brisbane, pp. 705-712, 5th International Conference on Thin-Walled Structures, June 18-20, 2008, Gold Coast, Australia, Gold Coast, Australia, 18/06/08.

Effective width approach for local buckling of aluminium sections exposed to fire. / Maljaars, J.; Soetens, F.; Snijder, H.H. et al.
Fifth International Conference on Thin-Walled Structures 2008. ed. / M. Mahendran. Brisbane: Queensland University, 2008. p. 705-712.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review

TY - GEN

T1 - Effective width approach for local buckling of aluminium sections exposed to fire

AU - Maljaars, J.

AU - Soetens, F.

AU - Snijder, H.H.

AU - Fellinger, J.H.H.

PY - 2008

Y1 - 2008

N2 - Structural components of aluminium alloys are relatively sensitive to local buckling, due to the thin walls usually applied in combination with he high strength over stiffness ratios. Well evaIuated verification models are available to check he resistance for local buckling at room temperature. For fire design, however, such verification models are not available in case of aluminium structures. Based on a finite element study, this paper gives a verification model for local buckling of aluminium alloy structural components when exposed to fire.

AB - Structural components of aluminium alloys are relatively sensitive to local buckling, due to the thin walls usually applied in combination with he high strength over stiffness ratios. Well evaIuated verification models are available to check he resistance for local buckling at room temperature. For fire design, however, such verification models are not available in case of aluminium structures. Based on a finite element study, this paper gives a verification model for local buckling of aluminium alloy structural components when exposed to fire.

M3 - Conference contribution

SN - 9781741072396

SP - 705

EP - 712

BT - Fifth International Conference on Thin-Walled Structures 2008

A2 - Mahendran, M.

PB - Queensland University

CY - Brisbane

T2 - 5th International Conference on Thin-Walled Structures, June 18-20, 2008, Gold Coast, Australia

Y2 - 18 June 2008 through 20 June 2008

ER -

Effective width approach for local buckling of aluminium sections exposed to fire

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