Results 281 to 290 of about 157,324 (326)
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Stiffness matrix of thin-walled curved beam for spatially coupled stability analysis

International Journal of Mechanical Sciences, 2008
Abstract The exact stiffness matrix for the spatially coupled stability analysis of thin-walled curved beam with non-symmetric cross-section subjected to uniform compression is newly presented. For this, the elastic strain energy including the axially/flexurally/torsionally coupled terms and the potential energy due to the initial stress resultant ...
Nam-Il Kim   +3 more
openaire   +1 more source

Coupled vibrations of beams—an exact dynamic element stiffness matrix

International Journal for Numerical Methods in Engineering, 1983
AbstractA uniform linearly elastic beam element with non‐coinciding centres of geometry, shear and mass is studied under stationary harmonic end excitation. The Euler‐Bernoulli‐Saint Venant theory is applied. Thus the effect of warping is not taken into account.
openaire   +1 more source

Exact dynamic stiffness matrix of a bending-torsion coupled beam including warping

Computers & Structures, 1996
Abstract It is known that an allowance for warping stiffness can change the natural frequencies of thin-walled open section beams substantially. The purpose of this paper is to investigate the magnitude of such changes by using an exact member theory.
Banerjee, J. R., Guo, S., Howson, W. P.
openaire   +1 more source

An exact dynamic stiffness matrix for coupled extensional-torsional vibration of structural members

Computers & Structures, 1994
Summary: Exact analytical expressions for coupled extensional-torsional dynamic stiffness matrix elements of a uniform structural member are derived from the basic governing differential equation of the member in free vibration. Application of the derived dynamic stiffness matrix is discussed with particular reference to an established algorithm.
Banerjee, J. R., Williams, F. W.
openaire   +2 more sources

A multi-scale method for predicting ABD stiffness matrix of single-ply weave-reinforced composite

, 2019
Single-ply weave-reinforced composites (SWRC) with asymmetric large textile unit cells are increasingly used in thin-walled aerospace structures because of the high specific stiffness than the plain weave-reinforced composites.
Jifeng Gao   +8 more
semanticscholar   +1 more source

A fast time‐domain EM–TCAD coupled simulation framework via matrix exponential with stiffness reduction

International Journal of Circuit Theory and Applications, 2015
SummaryWe present a fast time‐domain multiphysics simulation framework that combines full‐wave electromagnetism (EM) and carrier transport in semiconductor devices (technology computer‐aided design (TCAD)) for radio frequency (RF) and mixed‐signal modules.
Quan Chen 0007   +6 more
openaire   +3 more sources

An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements

, 2020
The present work outlines a computational approach, based on the so-called Finite Analytic Method (FAM), to deal with second-order effects in the structural analysis of tapered members accounting for geometrical nonlinearity by using only one element per
C. Chiorean   +3 more
semanticscholar   +1 more source

Study of the Stiffness Matrix of Preloaded Duplex Angular Contact Ball Bearings

Journal of tribology, 2018
This paper studies the stiffness characteristics of preloaded duplex angular contact ball bearings. First, a five degrees-of-freedom (5DOF) quasi-static model of the preloaded duplex angular contact ball bearing is established based on the Jones bearing ...
Sheng Lin, Shuyun Jiang
semanticscholar   +1 more source

Tangent Stiffness Matrix of Spatial Beam Element Considering Bend and Torsion Coupling Effect

Advanced Materials Research, 2014
Based on the spatial beam-column differential equations, the slope deflection equations considering second-order and bend-torsion coupling effect are established. The additional moment caused by torsion and bend deflection are taken into account. Then the finite element pattern of spatial beam-column considering the couple effect of torsion and bend is
Liang Du, Peng Lan, Nian Li Lu
openaire   +1 more source

Dynamic stiffness formulation and vibration analysis of coupled conical-ribbed cylindrical-conical shell structure with general boundary condition

, 2021
In this paper, the dynamic stiffness method (DSM) is presented to investigate the vibration characterizes of coupled conical-ribbed cylindrical-conical shell structure with general boundary condition.
Chunyu Zhang   +3 more
semanticscholar   +1 more source

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