Results 81 to 90 of about 22,970 (234)
Structural safety of rolled and welded beams subjected to lateral‐torsional buckling
The expediency of using probability‐based approaches in the analysis of beams subjected to lateral‐torsional buckling is discussed. The values of buckling resistance moments and their uncertainties for rolled and equivalent welded I sections as ...
Antanas Kudzys +2 more
doaj
Lateral-Torsional Buckling of Beams Elastically Restrained Against Warping at Supports
The study presents the results of theoretical investigations into lateral torsional buckling (LTB) of bi-symmetric I-beams, elastically restrained against warping at supports. Beam loading schemes commonly used in practice are taken into account.
Piotrowski R., Szychowski A.
doaj +1 more source
Lateral-torsional buckling of compressed and highly variable cross section beams
In the critical state of a beam under central compression a flexural-torsional equilibrium shape becomes possible in addition to the fundamental straight equilibrium shape and the Euler bending.
Mascolo Ida, Pasquino Mario
doaj +1 more source
Helical Buckling of Drill-Strings
This paper presents experimental and numerical investigations of the complex drill-string vibration, with particular attention to the helical buckling of drill-strings and its influence on the system dynamics.
Kapitaniak Marcin +2 more
doaj +1 more source
Lateral-torsional buckling strength of corrugated web girders – Experimental study
B. Jáger, L. Dunai, B. Kövesdi
semanticscholar +1 more source
Castellated beams (CB), widely employed in modern construction, offer an improved strength-to-weight ratio and enhanced structural efficiency due to their increased depth and moment of inertia.
Kiran Bhat P +2 more
doaj +1 more source
Elastic lateral-torsional buckling of beams with warping restraints at supports
Maxime Lebastard +4 more
semanticscholar +1 more source
The present study develops a new finite element (FE) formulation for the lateral torsional buckling (LTB) analyses of steel beams exteriorly bonded with orthotropic fiber-reinforced polymer (FRP) layers.
Doan-Tan Thi +2 more
doaj +1 more source
Lateral torsional buckling of glulam beams
Töpler, Janusch, Kuhlmann, Ulrike
openaire +2 more sources

