<?xml version="1.0" encoding="UTF-8"?>
<records>
<record>
<language>eng</language>
<publisher>Science and Education Publishing</publisher>
<journalTitle>American Journal of Mechanical Engineering</journalTitle>
<eissn>2328-4110</eissn>
<publicationDate>2017-12-15</publicationDate>
<volume>5</volume>
<issue>6</issue>
<startPage>247</startPage>
<endPage>251</endPage>
<doi>10.12691/ajme-5-6-3</doi>
<publisherRecordId>AJME2017563</publisherRecordId>
<documentType>article</documentType>
<title language="eng">Analysis of Stress Fields on Supporting Elements of Structures with Different Geometry of Holes</title>
<authors>
<author>
<name>Miroslav Pástor</name>
<affiliationId>1</affiliationId>
</author>
<author>
<name>František Trebuňa</name>
<affiliationId>1</affiliationId>
</author>
<author>
<name>Peter Čarák</name>
<email>peter.carak@tuke.sk</email>
<affiliationId>1</affiliationId>
</author>
<author>
<name>Ján Kostka</name>
<affiliationId>1</affiliationId>
</author>

</authors>
<affiliationsList>
<affiliationName affiliationId="1">Department of Applied Mechanics and Mechanical Engineering, Technical University of Košice, Faculty of Mechanical Engineering, Letná 9, Košice, Slovakia</affiliationName>



</affiliationsList>
<abstract language="eng">This article deals with two methods of evaluating stress fields. Those are: photoelasticimetry and the finite element method (FEM). Stress analysis of castellated beams, with different geometry of holes in the vertical portion of the beam-web was performed by photoelasticimetry and the finite element method. The results obtained using experimental analysis and numerical modelling were evaluated and compared.</abstract>
<fullTextUrl format="pdf">http://pubs.sciepub.com/ajme/5/6/3/ajme-5-6-3.pdf</fullTextUrl>
<keywords language="eng"><keyword>photoelasticimetry</keyword>
<keyword>finite element method</keyword>
<keyword>castellated beam</keyword>
</keywords>
</record>
</records>
