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 …

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 …

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 …

On local buckling of cold-formed channel members

C Szymczak, M Kujawa - Thin-Walled Structures, 2016 - Elsevier
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 …

Sensitivity and Optimization Analysis of Torsional Behavior in Multicellular Thin-Walled Tubes

AA Alshannaq, MF Tamimi, MIA Qamar - Civil Engineering Journal, 2024 - civilejournal.org
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 …

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 …

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 …

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 …

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 …

[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 …