Results 11 to 20 of about 9,651 (303)

Effect of Corrosion Time on Critical Buckling Load of AISI 304 Columns [PDF]

open access: yesEngineering and Technology Journal, 2018
In this work Corrosion buckling interaction behavior of AISI 304 stainless steel circular columns was investigated. Long and intermediate columns diameter of (6 mm) are tested in as received and corroded condition.
Hussain Al-Alkawi, Samih Al-najjar
doaj   +3 more sources

On Critical Buckling Loads of Columns under End Load Dependent on Direction [PDF]

open access: yesInternational Scholarly Research Notices, 2014
Most of the phenomena of various fields of applied sciences are nonlinear problems. Recently, various types of analytical approximate solution techniques were introduced and successfully applied to the nonlinear differential equations. One of the aforementioned techniques is the Homotopy analysis method (HAM).
Başbük, Musa   +2 more
openaire   +4 more sources

Critical Buckling Load for Lattice Column Elements with Variable Dimensions [PDF]

open access: yesKnE Engineering, 2017
<p>Lattice structures are used in a variety of high-value engineering applications; for example, in automobile, aerospace and biomedical applications, due to their light weight, high specific strength, stiffness, heat transfer control and energy absorption.
Alghamdi, Ahmad   +9 more
openaire   +4 more sources

Electrical Laser Alarm System for Controlling the Buckling Failure of 304 Stainless Steel under Shot Peening Treatment [PDF]

open access: yesEngineering and Technology Journal, 2017
The purpose of this paper is to design and manufacture the electrical laser alarm system to assess the buckling failure of 304 stainless steel column and to estimate the critical buckling load (Pcr) under increasing compressive load without shot peening (
A. Hussain   +3 more
doaj   +1 more source

Approximation of the critical buckling factor for composite panels [PDF]

open access: yes, 2012
This article is concerned with the approximation of the critical buckling factor for thin composite plates. A new method to improve the approximation of this critical factor is applied based on its behavior with respect to lamination parameters and ...
Bettebghor, Dimitri, Bartoli, Nathalie
core   +1 more source

Flexural–torsional buckling of thin-walled composite box beams [PDF]

open access: yes, 2007
Buckling of an axially loaded thin-walled laminated composite is studied. A general analytical model applicable to the flexural, torsional and flexural–torsional buckling of a thin-walled composite box beam subjected to axial load is developed.
Lee, Jaehong, Vo, Thuc
core   +1 more source

Design by analysis of ductile failure and buckling in torispherical pressure vessel heads [PDF]

open access: yes, 2007
Thin shell torispherical pressure vessel heads are known to exhibit complex elastic-plastic deformation and buckling behaviour under static pressure. In pressure vessel Design by Analysis, the designer is required to assess both of these behaviour modes ...
Camilleri, Duncan   +2 more
core   +1 more source

Buckling Behaviour of Cylindrical Panels

open access: yesNonlinear Engineering, 2015
Experimental studies were made on isotropic cylindrical panels made of Aluminum 7075-T6 under uniaxial compression. The experimental values of the critical buckling load were determined using four different methods. The critical buckling load was
Ashok R.B.   +3 more
doaj   +1 more source

Minimal Mass and Maximal Buckling Load of Composite Hexagonal-Triangle Grid Structure using FSDT under External Hydrostatic Pressure [PDF]

open access: yesMechanics of Advanced Composite Structures, 2023
Grid-stiffened composite shells are one of the most important structures in many industries. These structures based on their fabrication method, provide both high strength and light structural weight.
Mahsa Soheil Shamaee, Ahmad Reza Ghasemi
doaj   +1 more source

Effect of Loading Level and Span Length on Critical Buckling Load

open access: yesBasrah journal for engineering science, 2016
An investigation was conducted to study the effect ofloading level with respect to shear center and span length onlateral torsional buckling of steel I-section beams using linearand nonlinear finite element analysis available in ANSYS(version 12.0) computer program.
Marwah Mohsen   +2 more
openaire   +1 more source

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