Cold-Formed Steel Strength Predictions for Torsion
Locally slender open cross-section members are susceptible to significant twisting and high warping torsion stresses. Torsion considerations are complicated by whether it is derived as a first-order effect from loading or a second-order effect from ...
Glauz, Robert S. +4 more
core
The objective of the paper is to analyze the influence of bimoment induced by constant axial loads on the free motion of thin-walled beams with point-symmetric open cross-section.
Prokić, Aleksandar +2 more
core +1 more source
Cold-Formed Steel Strength Predictions for Combined Bending and Torsion
Locally slender cross-section members, such as cold-formed steel Cee and Zee sections, are susceptible to significant twisting and high warping torsion stresses. Torsion considerations are complicated by whether it is derived as a first-order effect from
Glauz, Robert S. +4 more
core
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.
openaire +2 more sources
Vigas contínuas em hastes de paredes delgadas: estudo da torção [PDF]
This is a thesis, divided in six Chapters, that studies torsion in thin walled beams. In Chapter I, the necessary concepts to the development of the thesis are exposed: Bimoment and warpihg torsion, sectorial properties of a section.
Ilg, Ingrid
core
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
doaj +1 more source
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
Torsion at SNP Bridge in Bratislava
Influence of torsion at SNP Bridge in Bratislava. Derivation of influence lines for bimoments at intermediate supports for box girders with influence of shear.
Baláž, Ivan +3 more
core +1 more source

