Sensitivity analysis of stability problems of steel plane frames
Z Kala - Thin-Walled Structures, 2011 - Elsevier
The objective of the paper is to analyse the influence of initial imperfections on the load-
carrying capacity of a single storey steel plane frame comprised of two columns loaded in …
carrying capacity of a single storey steel plane frame comprised of two columns loaded in …
Elastic Critical Resistance of the Simple Beam Grillage Resulting from the Lateral Torsional Buckling Condition: FEM Modelling and Analytical Considerations
R Piotrowski, A Szychowski, J Vičan - Materials, 2023 - mdpi.com
Transversely loaded beam grillages are quite often used in industrial construction. In order
to produce a safe design of such structures, it is necessary to account for the lateral torsional …
to produce a safe design of such structures, it is necessary to account for the lateral torsional …
Load capacity probabilistic sensitivity analysis of thin-walled beams
M Kotełko, P Lis, M Macdonald - Thin-walled structures, 2017 - Elsevier
The paper deals with the load carrying capacity probabilistic variance-based sensitivity
analysis of thin-walled box-section girders subjected to pure bending. The lower-and upper …
analysis of thin-walled box-section girders subjected to pure bending. The lower-and upper …
On local buckling of cold-formed channel members
The paper deals with local buckling of the compressed flanges of cold-formed thin-walled
channel beams subjected to pure bending or axially compressed columns. Arbitrarily …
channel beams subjected to pure bending or axially compressed columns. Arbitrarily …
Sensitivity and Optimization Analysis of Torsional Behavior in Multicellular Thin-Walled Tubes
Multicellular thin-walled tubes are widely used due to their lightweight, economical design,
and superior shear and torsional performance. Their design is sometimes governed by the …
and superior shear and torsional performance. Their design is sometimes governed by the …
Influence of the distortional-lateral buckling mode on the interactive buckling of short channels
Z Kołakowski, M Urbaniak - Thin-Walled Structures, 2016 - Elsevier
The present paper deals with an influence of the distortional-lateral buckling mode on the
interactive buckling of thin-walled short channels with imperfections subjected to the …
interactive buckling of thin-walled short channels with imperfections subjected to the …
Diagonal versus orthogonal ribs in stability of steel I beams
M Chybiński, A Garstecki - Procedia Engineering, 2017 - Elsevier
The paper presents the numerical study of the stability of steel beams for various
slenderness ratios of the web and various types of stiffening ribs. FEM analyses employing …
slenderness ratios of the web and various types of stiffening ribs. FEM analyses employing …
Derivation of a superelement with deformable interfaces–applied to model flexure joint
K Dwarshuis, M Ellenbroek, R Aarts… - Multibody System …, 2023 - Springer
Abstract Design and optimization, as well as real time control, of flexure mechanisms require
efficient but accurate models. The flexures can be modelled using beam elements and the …
efficient but accurate models. The flexures can be modelled using beam elements and the …
Verification of FEM program solutions of stability and torsion problems for I shape steel members
B Gosowski, P Niżniowski - Archives of Civil Engineering, 2008 - infona.pl
The results of studies upon the suitable numerical model, within the method of finite
elements have been presented herein, in order to enable the rational computation of the …
elements have been presented herein, in order to enable the rational computation of the …
[PDF][PDF] Sensitivity analysis of buckling loads of bisymmetric I-section columns with bracing elements
P Iwicki - Archives of Civil Engineering, 2010 - archive.sciendo.com
The first order variation of critical loads of thin-walled columns with bisymmetric open cross-
section due to some variations of the stiffness and location of bracing elements is derived …
section due to some variations of the stiffness and location of bracing elements is derived …