Effect of Non-Uniform Torsion on Elastostatics of a Frame of Hollow Rectangular Cross-Section
In this paper, results of numerical simulations and measurements are presented concerning the non-uniform torsion and bending of an angled members of hollow cross-section.
Murín Justín +5 more
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A short tribute to pioneers in the development of the plastic design of metal thin-walled cross-sections is presented. This large study investigates altogether fourteen steel and four extruded aluminum cross-sections in detail.
Antonio Agüero +3 more
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Dynamic Design of Thick Orthotropic Cantilever Plates with Consideration of Bimoments
The paper is devoted to dynamic design of thick orthotropic cantilever plates by applying the bimoment theory of plates, which takes into account the forces, moments and bimoments; and the theory takes into account nonlinear law of displacements distribution in cross section of the plate.
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Optimization methods for the distortion of thin-walled box girders and investigation of distortion effects. [PDF]
Wang Z.
europepmc +1 more source
On the Stresses in Thin-Walled Channels Under Torsion
Thin-walled channel beams such as cold-formed steel purlins are primarily used to withstand wind forces in the roofing and walling systems of buildings.
John Papangelis
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NUMERICAL SIMULATION OF BEHAVIOUR OF THIN-WALLED FRAMES SUBJECTED TO STATIC LOADS
In this paper we are discussing the problem of behaviour of frames composed of thinwalled members with bisymmetric open cross section. We present results of computer simulations of behaviour of the frame subjected to torsional loads. The main problem of
MARCIN KUJAWA +2 more
doaj
Elastic Critical Resistance of the Simple Beam Grillage Resulting from the Lateral Torsional Buckling Condition: FEM Modelling and Analytical Considerations. [PDF]
Piotrowski R, Szychowski A, Vičan J.
europepmc +1 more source
Study of Practical Analysis Method for Shear Warping Deformationof Composite Box Girder with Corrugated Steel Webs. [PDF]
Zhou M, Zhang Y, Lin P, Ji W, Huang H.
europepmc +1 more source
Change in the Torsional Stiffness of Rectangular Profiles under Bending Stress. [PDF]
Macikowski K +4 more
europepmc +1 more source
Discussion: Bimoment design of some rectangular slabs [PDF]
Colin R. Gurley, C. T. Morley
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