Results 61 to 70 of about 122 (98)

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

Wpływ Sztywności Giętnej Przepon na Stateczność Pręta Cienkościennego

open access: yesEngineering Transactions, 1961
The problem is solved on the basis of the theory of thin-walled beams and the theory of plates. In Chapter 1 the formula (1.4) is derived giving the bimoment constituting the only inter- action between the diaphragm and the beam, since the interaction ...
A. Chudzikiewicz
doaj  

Pewne Zagadnienia Teorii Sprężystości Ciał Anizotropowych

open access: yesEngineering Transactions, 1964
The first section is devoted to the structure of the solution of partial differential equations of the elliptic type with two independent variables, of the fourth or any even order and having constant coefficients.
M. Suchar
doaj  

Numerical Investigation of Damping of Torsional Beam Vibrations by Viscous Bimoments

open access: yes, 2017
Damping of torsional beam vibrations of slender beam–structures with thin–walled cross–sections is investigated. Analytical results from solving the differential equation governing torsion with viscous bimoments imposed at the boundary, are compared with a numerical approach with three–dimensional, is oparametric elements.
Hoffmeyer, David   +1 more
openaire   +1 more source

Class 4 Sections Computing Section Properties and Stresses Due to the Bimoment

open access: yes
The present paper deals with warping torsion, bending and axial forces. Presenting a method to compute the shear center of the effective section, the warping constant and warping coordinates needed to compute the stresses due to the bimoment. The stresses are compared between stresses in the gross and effective section when a Bimoment only is applied ...
Antonio Aguero   +2 more
openaire   +1 more source

BIMOMENT TRANSFER IN THIN-WALLED FRAMED STRUCTURES WITH FLEXIBLE JOINTS

open access: yesJournal of Structural and Construction Engineering (Transactions of AIJ), 1990
Kunihiro TAKAHASHI, Hirofumi KAWAKAMI
openaire   +2 more sources

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