<?xml version="1.0" encoding="utf-8"?>
<?xml-stylesheet href="client.xsl" type="text/xsl"?>
<article article-type="other">
<front>
<journal-meta>
<journal-id/>
<issn/>
<banner>
<href>banner.jpg</href>
<size width="100%"/>
</banner>
</journal-meta>
<article-meta>
<doi>/ISEC.res.2017.110</doi>
<title-group>
<article-title>YIELD STRESS BASED ON NATURAL STRAIN THEORY<br/>
UNDER CYCLIC TENSILE-COMPRESSIVE<br/>
LOADING AFTER LARGE UNIAXIAL TENSION</article-title>
</title-group>

<author>YASUYUKI KATO</author>

<aff>Dept of Mechanical Engineering, College of Science &amp; Technology, Nihon University,
Tokyo, Japan</aff>


</article-meta></front>
<body>
<abstract>
<title>ABSTRACT</title>
<p>The purpose of this study is to investigate the yield behavior under a large deformation
based on the Natural Strain theory. In this study, using the test pieces made from high
purity tough pitch copper, the experiments for cyclic loading of tension and
compression are carried out after applying the large uniaxial tension. As a method for
determining the yield stress in each cycle, the slope of the tangent at yielding in the
deviatoric stress- deviatoric strain curve is used instead of the conventional proof
stress. In order to reveal the change of yield stress in cyclic loads after applying large
pre-deformations, the experiments are conducted with the different sizes of pre-
deformation and the different strain amplitudes. Moreover, the yield behavior under
cyclic loads is revealed by comparing with the results from conventional proof stress.</p>
<p><italic>Keywords: </italic>Finite deformation, Cyclic loading test, Anisotropy, Slope of tangent,
Ductile materials, Strain amplitude, Proof stress.</p>
</abstract>
<fpdf>
<href>pdflogo.jpg</href>
<hpdf>O-5</hpdf>
</fpdf>
</body>
</article>