Results 21 to 30 of about 22,033 (298)

The study of the influence of initial mast shaft imperfections on the values of internal forces and the effort of mast structure

open access: yesBudownictwo i Architektura, 2014
This paper describes the results of static-strength calculations of a real mast taking into account the initial imperfections in the form of initial mast span curves. The primary objective of the study was to examine to what extent the initial mast shaft
Monika Matuszkiewicz
doaj   +1 more source

Influence of Initial Imperfections on the Laterally Loaded Cylindrical Shell [PDF]

open access: yesTransactions of the VŠB-Technical University of Ostrava, Mechanical Series, 2013
The article deals with the assessment of influence of initial imperfection on the loss of stability of laterally loaded cylindrical shell. The studied structure is a simplified case of the horizontal cylindrical shell (road tank [1, 2]) located on saddle
Ondřej VOLTR, Jan PEŇÁZ
doaj   +1 more source

Post-Buckling Behaviour of Steel Structures with Different Types of Imperfections

open access: yesApplied Sciences, 2022
In this paper, the stability of steel members with a complex initial geometrical imperfection pattern are analysed. This issue is extremely important in the case of slender structures, characterised by multiple close critical loads and modal interactions,
Katarzyna Rzeszut
doaj   +1 more source

The Effect of General Imperfections on the Buckling of Cylindrical SheIls. [PDF]

open access: yes, 1968
An experimental and theoretical investigation of the effect of general imperfections on the buckling load of a circular cylindrical shell under axial compression was carried out.
Arbocz, Johann
core   +1 more source

Initial conditions for imperfect dark matter [PDF]

open access: yesJournal of Cosmology and Astroparticle Physics, 2015
16 pages; major revision, references added, conclusions ...
openaire   +3 more sources

Analysis of the resistance of thin-walled cold-formed compressed steel members with closed cross-sections. Part 1 [PDF]

open access: yesИнженерно-строительный журнал, 2013
From the material and geometric point of view, the thin-walled cold-formed profiles have specific specialties, which their design must responsibly take into account.
Mohamad Al Ali   +2 more
doaj   +1 more source

Stability Analysis of Nonlocal Elastic Columns with Initial Imperfection [PDF]

open access: yesMathematical Problems in Engineering, 2013
Investigated herein is the postbuckling behavior of an initially imperfect nonlocal elastic column, which is simply supported at one end and subjected to an axial force at the other movable end. The governing nonlinear differential equation of the axially loaded nonlocal elastic column experiencing large deflection is first established within the ...
Xu, S. P., Xu, M. R., Wang, C. M.
openaire   +5 more sources

CD271 is an imperfect marker for melanoma initiating cells

open access: yesOncotarget, 2014
Understanding the molecular and cellular processes underlying melanoma plasticity and heterogeneity is of paramount importance to improve the efficiency of current treatment and to overcome resistance to chemotherapy drugs. The notion of plasticity and heterogeneity implies the existence of melanoma cell populations with different phenotypic and ...
Cheli, Yann   +7 more
openaire   +7 more sources

Effect of Residual Stresses on the Elastoplastic Behavior of Welded Steel Plates

open access: yesJournal of Marine Science and Engineering, 2020
A robust methodology to simulate virtually the residual stresses pattern in welded steel plates is presented. The methodology is applied to the structural analysis of typical welded plates belonging to ship structures, and the effect of residual stresses
José Manuel Gordo
doaj   +1 more source

INITIAL GEOMETRIC IMPERFECTIONS AKIBAT TEKUK SINGLE CURVATURE MOMENT PADA BALOK BAJA SEDERHANA

open access: yes, 2021
Steel beams are susceptible to initial geometric imperfections due to improper fabrication and installation processes. Consequently, long steel beams without stiffening are prone to bending due to lateral torsion.
Swastika, Tri Widya   +2 more
core   +1 more source

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