Effects of non-uniform temperature distribution on critical member temperature of steel tubular truss

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This paper examines the effects of thermal restraint, caused by non-uniform temperature distribution in different members, on the failure temperatures of critical members of steel tubular trusses. Non-uniform temperature distribution develops in trusses exposed to localised fire attack. The truss member nearest to the fire source experiences the highest temperature, with reduced temperatures in the nearby members. The number of the nearby truss members being heated and their temperatures will affect the failure temperature of the critical truss member which has the highest temperature. The aim of this paper is to develop a simplified method to account for the effects of different numbers of members being simultaneously heated to different temperatures on the development of compression force and failure temperature of the critical member. Finite Element (FE) simulations were carried out for Circular Hollow Section (CHS) trusses using the commercial Finite Element software ABAQUS v6.10-1 which has previously been validated by the authors. The simulation trusses were subjected to constant mechanical loads and then increasing temperatures until failure. The elevated temperature stress-strain curves were based on EN-1993-1-2 [1]. Initial geometrical imperfections were included, based on the lowest buckling mode from eigenvalue analysis.The numerical study examined the effects of truss type, critical member slenderness, applied load ratio and axial restraint stiffness ratio on the failure temperatures of the critical truss members. The numerical simulation results were used to check the accuracy of a proposed simplified calculation method, combining linear elastic static truss analysis at ambient temperature and analytical equations to calculated the failure temperatures of thermally restrained truss members based on the regression equations of Wang et al. [2]. The calculation method was shown to be sufficiently accurate for fire resistant design purpose.

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AlanDeğerDil
dc.contributor.authorOzyurt, E.
dc.contributor.authorWang, Y.C.
dc.date.accessioned2026-10-22T10:19:25.012640698Z
dc.date.available2026-10-22T10:19:25.012640698Z
dc.date.issued2016
dc.description.abstractThis paper examines the effects of thermal restraint, caused by non-uniform temperature distribution in different members, on the failure temperatures of critical members of steel tubular trusses. Non-uniform temperature distribution develops in trusses exposed to localised fire attack. The truss member nearest to the fire source experiences the highest temperature, with reduced temperatures in the nearby members. The number of the nearby truss members being heated and their temperatures will affect the failure temperature of the critical truss member which has the highest temperature. The aim of this paper is to develop a simplified method to account for the effects of different numbers of members being simultaneously heated to different temperatures on the development of compression force and failure temperature of the critical member. Finite Element (FE) simulations were carried out for Circular Hollow Section (CHS) trusses using the commercial Finite Element software ABAQUS v6.10-1 which has previously been validated by the authors. The simulation trusses were subjected to constant mechanical loads and then increasing temperatures until failure. The elevated temperature stress-strain curves were based on EN-1993-1-2 [1]. Initial geometrical imperfections were included, based on the lowest buckling mode from eigenvalue analysis.The numerical study examined the effects of truss type, critical member slenderness, applied load ratio and axial restraint stiffness ratio on the failure temperatures of the critical truss members. The numerical simulation results were used to check the accuracy of a proposed simplified calculation method, combining linear elastic static truss analysis at ambient temperature and analytical equations to calculated the failure temperatures of thermally restrained truss members based on the regression equations of Wang et al. [2]. The calculation method was shown to be sufficiently accurate for fire resistant design purpose.
dc.identifier.doi10.1016/j.engstruct.2016.02.044
dc.identifier.eissn1873-7323
dc.identifier.endpage106
dc.identifier.issn0141-0296
dc.identifier.scopus2-s2.0-84960419382
dc.identifier.startpage95
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/11840
dc.identifier.volume116
dc.identifier.wosWOS:000374916300008
dc.language.isoen
dc.publisherElsevier Ltd
dc.relation.ispartofEngineering Structures
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectAxially restrained compression member
dc.subjectCircular Hollow Section (CHS)
dc.subjectFailure temperature
dc.subjectLocalised fire
dc.subjectMultiple heated members
dc.subjectNon-uniform heating
dc.subject.classificationEngineering, Civil
dc.subject.classificationEngineering
dc.subject.otherABAQUS
dc.subject.otherBuckling
dc.subject.otherEigenvalues and eigenfunctions
dc.subject.otherFinite element method
dc.subject.otherFires
dc.subject.otherNumerical methods
dc.subject.otherStress-strain curves
dc.subject.otherTemperature distribution
dc.subject.otherCircular hollow section
dc.subject.otherCompression member
dc.subject.otherLocalised
dc.subject.otherMultiple heated members
dc.subject.otherNonuniform heating
dc.subject.othercomputer simulation
dc.subject.othereigenvalue
dc.subject.othersteel structure
dc.subject.otherstiffness
dc.subject.otherstructural component
dc.subject.othertemperature effect
dc.subject.otherTrusses
dc.titleEffects of non-uniform temperature distribution on critical member temperature of steel tubular truss
dc.typeArticle
dspace.entity.typePublication
rdl.citation.openalex26
rdl.citation.scopus27
rdl.citation.wos24
rdl.oa.statusgreen
rdl.oa.statuspreprint
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)