Results 101 to 110 of about 238 (121)
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INFLUENCE OF INCLINED STIFFENERS IN I-BEAM CONNECTIONS ON BIMOMENT TRANSFERRING
Building and reconstruction, 2021Shear-free theory of V.Z. Vlasov remains one of the most reasonable approaches to calculating thin-walled bars taking into account constrained torsion. At the same time, the use of this theory for the analysis of deformations of frame structures still requires research in terms of the conditions for transferring forces in bar connections.
I.N. SERPIK, R.O. SHKOLYARENKO
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Influence of bimoment restraints on load-bearing capacity of steel I-beams
, 2021 K. Wierzbicki, M. Szumigała
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On Solution of the Problem of Bending of Orthotropic Plates on the Basis of Bimoment Theory
Open Journal of Applied Sciences, 2015 This paper is devoted to the development of new theory of orthotropic thick plates with account of internal forces, moments and bimoments. An equation of motion of plates is described by two systems with nine equations each. Boundary conditions depended on displacements, forces, moments and bimoments are given. An exact solution of the bending of thick
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Torsional analysis of open thin-walled doubly symmetric beams under torsion and bimoment
i-manager's Journal on Mechanical Engineering, 2022The present paper investigated the static analysis for the coupled torsional-warping response of open thin-walled doubly symmetric beams subjected to various twisting moments and bimoments. The static equilibrium torsional-warping coupling differential equations and associated boundary conditions for the thin-walled beams are derived using total ...
Giuma Allaboudi Ezedine +3 more
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Bimoment design of some rectangular slabs
Magazine of Concrete Research, 1983Synopsis This paper continues the development of practicable design-office methods for the plastic (‘yield-line’) design of slabs considered as torsion-free (Hillerborg) grillages. In particular it recognizes a more general class of problem in which the yield lines will be curved on plan andsuggests some expedient approximate methods for such ...
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Composite Structures, 2021
Abstract In this contribution, which is an extension of author’s research [1,2], an influence of the in two and three directions varying material properties on non-uniform torsion of the Functionally Graded Material (FGM) thin-walled beams is originally investigated.
Justin Murin +2 more
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Abstract In this contribution, which is an extension of author’s research [1,2], an influence of the in two and three directions varying material properties on non-uniform torsion of the Functionally Graded Material (FGM) thin-walled beams is originally investigated.
Justin Murin +2 more
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Bimoment equilibrium of finite segments of Hillerborg plate
Magazine of Concrete Research, 1979Synopsis The term ‘Hillerborg plate’ is used in this paper to distinguish ‘no-torsion or’ ‘torsion-free’ plates, slabs or grillages subject to two-way bending. A wide range ofstructures (‘space deck’ roofs, bridge decks, concrete slabs) can be treated as Hillerborg plates.
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To the calculation of orthotropic plates taking into account bimoments
2023Робота присвячена розробці бімоментної теорії та методу розрахунку товстих пластин у рамках тривимірної теорії пружності. Наводяться основні співвідношення та рівняння руху пластини, побудовані щодо сил, моментів та бімоментів, що виникають через нелінійність закону розподілу переміщень та напруг за її товщиною.
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Proceedings of the Institution of Civil Engineers, 1977
An analytical method for predicting the structural behaviour of thin-walled continuous members subject to torsion is presented, which is based on a direct distribution of bimoments in an analogous manner to the well-known moment distribution method. The analysis produces values of redundant bimoments in a continuous structure from which bimoment and ...
AH KHAN, H TOTTENHAM
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An analytical method for predicting the structural behaviour of thin-walled continuous members subject to torsion is presented, which is based on a direct distribution of bimoments in an analogous manner to the well-known moment distribution method. The analysis produces values of redundant bimoments in a continuous structure from which bimoment and ...
AH KHAN, H TOTTENHAM
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Warping and bimoment transmission through diagonally stiffened beam-to-column joints
Journal of Constructional Steel Research, 2005Abstract For beam-to-column rigid joints with a diagonal stiffener, the warping degrees of freedom at the beam-to-column joint have been taken to be continuous in some current literature. A new warping transmission model is presented for this type of joint in this paper, in which the bending deformation and twisting of the diagonal stiffener are ...
G TONG, X YAN, L ZHANG
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