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Local buckling of thin-walled girders of triangular cross-section
AbstractA theoretical study of the local buckling of thin-walled girders under compound loading is presented. Girders of triangular cross-section with one axis of symmetry are considered. The following load cases are examined: compression, eccentric compression, pure bending and bending with shear. A parabolic distribution of shear stress in the webs is assumed when lateral forces are present.The problem is solved using a semi-energy method, described in Jakubowski, S., Buckling of thin-walled girders under compound load, Thin-walled Structures,6 (1988) 129-50. Numerical results are presented in the form of diagrams. The analysis of buckling modes for the more complicated cases such as bending with shear has also been performed.
Local buckling of thin-walled girders of triangular cross-section
AbstractA theoretical study of the local buckling of thin-walled girders under compound loading is presented. Girders of triangular cross-section with one axis of symmetry are considered. The following load cases are examined: compression, eccentric compression, pure bending and bending with shear. A parabolic distribution of shear stress in the webs is assumed when lateral forces are present.The problem is solved using a semi-energy method, described in Jakubowski, S., Buckling of thin-walled girders under compound load, Thin-walled Structures,6 (1988) 129-50. Numerical results are presented in the form of diagrams. The analysis of buckling modes for the more complicated cases such as bending with shear has also been performed.
Local buckling of thin-walled girders of triangular cross-section
Jakubowski, Sewer (Autor:in)
Thin-Walled Structures ; 8 ; 253-272
04.11.1988
20 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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