Results 51 to 60 of about 293 (117)

Plastic Design of Metal Thin-Walled Cross-Sections of Any Shape Under Any Combination of Internal Forces

open access: yesBuildings
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
doaj   +1 more source

Dynamic Design of Thick Orthotropic Cantilever Plates with Consideration of Bimoments

open access: yesWorld Journal of Mechanics, 2016
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

Cold-Formed Steel Strength Predictions for Combined Bending and Torsion [PDF]

open access: yes, 2023
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  

On the Stresses in Thin-Walled Channels Under Torsion

open access: yesBuildings
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

Discussion: Bimoment design of some rectangular slabs [PDF]

open access: yesMagazine of Concrete Research, 1984
Colin R. Gurley, C. T. Morley
openaire   +1 more source

Change in the Torsional Stiffness of Rectangular Profiles under Bending Stress. [PDF]

open access: yesMaterials (Basel), 2022
Macikowski K   +4 more
europepmc   +1 more source

Two Methods to Compute the Plastic Bimoment of thin Walled Sections

open access: yes
The present paper deals with plastic warping torsion, presenting two methods to obtain the plastic bimoment of thin walled sections. In the first method plastic shear center needs to be obtained, while in the second method linear programming is used to maximize the plastic bimoment using the elastic shear center as pole to obtain the unit warping ...
Antonio Aguero   +2 more
openaire   +1 more source

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