The Timoshenko Three-Beams Technique To Estimate The Main Elastic Moduli Of Orthotropic Homogeneous Materials

A New developed technique to estimate the necessary six elastic constants of homogeneous laminate of special orthotropic properties are presented in this paper for the first time. The new approach utilizes the elasto-static deflection behavior of composite cantilever beam employing the famous theory...

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Main Authors: Muhsin J.J, Adnan N.J. Al-Temimy, Kamal K.M. Saify
Format: Article
Language:English
Published: Al-Khwarizmi College of Engineering – University of Baghdad 2005-01-01
Series:Al-Khawarizmi Engineering Journal
Subjects:
Online Access:http://www.iasj.net/iasj?func=fulltext&aId=2336
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spelling doaj-512bd61b43f943ef856b05883e387f222020-11-25T00:16:15Zeng Al-Khwarizmi College of Engineering – University of BaghdadAl-Khawarizmi Engineering Journal1818-11712005-01-01125263The Timoshenko Three-Beams Technique To Estimate The Main Elastic Moduli Of Orthotropic Homogeneous MaterialsMuhsin J.JAdnan N.J. Al-TemimyKamal K.M. SaifyA New developed technique to estimate the necessary six elastic constants of homogeneous laminate of special orthotropic properties are presented in this paper for the first time. The new approach utilizes the elasto-static deflection behavior of composite cantilever beam employing the famous theory of Timoshenko. Three extracted strips of the composite plate are tested for measuring the bending deflection at two locations. Each strip is associated to a preferred principal axis and the deflection is measured in two orthogonal planes of the beam domain. A total of five trails of testing is accomplished and the numerical results of the stiffness coefficients are evaluated correctly under the contribution of the macromechanics and the approximate bending theory. To insure the validity of the new approach, separate individual tensile tests are performed, and the corresponding results are compared. Excellent agreements are obtained between the different approaches. The ease, simple and accurate predictions are well confident by the new techniquehttp://www.iasj.net/iasj?func=fulltext&aId=2336Timoshenko ,Beamcomposite beam.
collection DOAJ
language English
format Article
sources DOAJ
author Muhsin J.J
Adnan N.J. Al-Temimy
Kamal K.M. Saify
spellingShingle Muhsin J.J
Adnan N.J. Al-Temimy
Kamal K.M. Saify
The Timoshenko Three-Beams Technique To Estimate The Main Elastic Moduli Of Orthotropic Homogeneous Materials
Al-Khawarizmi Engineering Journal
Timoshenko ,Beam
composite beam.
author_facet Muhsin J.J
Adnan N.J. Al-Temimy
Kamal K.M. Saify
author_sort Muhsin J.J
title The Timoshenko Three-Beams Technique To Estimate The Main Elastic Moduli Of Orthotropic Homogeneous Materials
title_short The Timoshenko Three-Beams Technique To Estimate The Main Elastic Moduli Of Orthotropic Homogeneous Materials
title_full The Timoshenko Three-Beams Technique To Estimate The Main Elastic Moduli Of Orthotropic Homogeneous Materials
title_fullStr The Timoshenko Three-Beams Technique To Estimate The Main Elastic Moduli Of Orthotropic Homogeneous Materials
title_full_unstemmed The Timoshenko Three-Beams Technique To Estimate The Main Elastic Moduli Of Orthotropic Homogeneous Materials
title_sort timoshenko three-beams technique to estimate the main elastic moduli of orthotropic homogeneous materials
publisher Al-Khwarizmi College of Engineering – University of Baghdad
series Al-Khawarizmi Engineering Journal
issn 1818-1171
publishDate 2005-01-01
description A New developed technique to estimate the necessary six elastic constants of homogeneous laminate of special orthotropic properties are presented in this paper for the first time. The new approach utilizes the elasto-static deflection behavior of composite cantilever beam employing the famous theory of Timoshenko. Three extracted strips of the composite plate are tested for measuring the bending deflection at two locations. Each strip is associated to a preferred principal axis and the deflection is measured in two orthogonal planes of the beam domain. A total of five trails of testing is accomplished and the numerical results of the stiffness coefficients are evaluated correctly under the contribution of the macromechanics and the approximate bending theory. To insure the validity of the new approach, separate individual tensile tests are performed, and the corresponding results are compared. Excellent agreements are obtained between the different approaches. The ease, simple and accurate predictions are well confident by the new technique
topic Timoshenko ,Beam
composite beam.
url http://www.iasj.net/iasj?func=fulltext&aId=2336
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