Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
HighlightsCentroidal and shear centre axes vary in tapered mono-symmetric members.Using a web centre line axis simplifies loading and restraint data.Using lateral deflections and twist rotations for this axis simplifies buckling energy equation.Members are modelled as a series of tapered lines which form fans between plate edges.Finite element program is verified for a wide range of numerical and test results.Program can be used to explore optimisation.
HighlightsCentroidal and shear centre axes vary in tapered mono-symmetric members.Using a web centre line axis simplifies loading and restraint data.Using lateral deflections and twist rotations for this axis simplifies buckling energy equation.Members are modelled as a series of tapered lines which form fans between plate edges.Finite element program is verified for a wide range of numerical and test results.Program can be used to explore optimisation.
Lateral buckling of tapered members
Trahair, Nick (Autor:in)
Engineering Structures ; 151 ; 518-526
16.08.2017
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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