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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Amirkabir University of Technology</PublisherName>
				<JournalTitle>Amirkabir Journal of Mechanical Engineering</JournalTitle>
				<Issn>2008-6032</Issn>
				<Volume>50</Volume>
				<Issue>1</Issue>
				<PubDate PubStatus="epublish">
					<Year>2018</Year>
					<Month>04</Month>
					<Day>21</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Nonlinear Free Vibration in Flexure Beams with an Intermediate Rigid Element and a Tip Mass</ArticleTitle>
<VernacularTitle>Nonlinear Free Vibration in Flexure Beams with an Intermediate Rigid Element and a Tip Mass</VernacularTitle>
			<FirstPage>125</FirstPage>
			<LastPage>136</LastPage>
			<ELocationID EIdType="pii">997</ELocationID>
			
<ELocationID EIdType="doi">10.22060/mej.2017.11764.5178</ELocationID>
			
			<Language>FA</Language>
<AuthorList>
<Author>
					<FirstName>A.</FirstName>
					<LastName>Davaq</LastName>
<Affiliation>Department of Mechanical Engineering, Ferdowsi University of Mashhad, Mashhad, Iran</Affiliation>

</Author>
<Author>
					<FirstName>H.</FirstName>
					<LastName>Moeenfard</LastName>
<Affiliation>Department of Mechanical Engineering, Ferdowsi University of Mashhad, Mashhad, Iran</Affiliation>

</Author>
<Author>
					<FirstName>M.</FirstName>
					<LastName>Moavenian</LastName>
<Affiliation>Department of Mechanical Engineering, Ferdowsi University of Mashhad, Mashhad, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2016</Year>
					<Month>07</Month>
					<Day>01</Day>
				</PubDate>
			</History>
		<Abstract>ABSTRACT: A usual method in achieving a proper value for the ratio of constraint to degree of freedom stiffness in a compliant mechanism, is using an intermediate rigid element in its constitutive beams. This paper aims to study the nonlinear free vibration of a stiffened beam with a mass connected to its tip. Hamilton’s principle is used to find nonlinear partial differential equations governing behavior of the beam. The mode-shapes of the normalized and linearized system are then found analytically and verified via Abaqus simulations. Using a single mode approximation, the first mode-shape of the system is used along with the Lagrange equations to find governing ordinary differential equations of degree of freedom&lt;br /&gt;and degree of constraint dynamic. These equations are then solved numerically using MATLAB. The Discrete Fourier Transform of dynamic responses show that the degree of freedom dynamic contains a single dominant frequency, while the constraint dynamic contains three main harmonics. It is observed that dominant frequencies are essentially natural frequencies of the linearized system which are available in a closed form. The suggested analytical formulations as well as the proposed frequency analysis, is expected to provide an effective approach for analytical dynamic modeling of more complex compliant mechanisms.</Abstract>
			<OtherAbstract Language="FA">ABSTRACT: A usual method in achieving a proper value for the ratio of constraint to degree of freedom stiffness in a compliant mechanism, is using an intermediate rigid element in its constitutive beams. This paper aims to study the nonlinear free vibration of a stiffened beam with a mass connected to its tip. Hamilton’s principle is used to find nonlinear partial differential equations governing behavior of the beam. The mode-shapes of the normalized and linearized system are then found analytically and verified via Abaqus simulations. Using a single mode approximation, the first mode-shape of the system is used along with the Lagrange equations to find governing ordinary differential equations of degree of freedom&lt;br /&gt;and degree of constraint dynamic. These equations are then solved numerically using MATLAB. The Discrete Fourier Transform of dynamic responses show that the degree of freedom dynamic contains a single dominant frequency, while the constraint dynamic contains three main harmonics. It is observed that dominant frequencies are essentially natural frequencies of the linearized system which are available in a closed form. The suggested analytical formulations as well as the proposed frequency analysis, is expected to provide an effective approach for analytical dynamic modeling of more complex compliant mechanisms.</OtherAbstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Flexure beam</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Rigid intermediate element</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Nonlinear oscillations</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Mode shape</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Frequency analysis</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://mej.aut.ac.ir/article_997_ec5aa0b7846082a2415f0902f0da88f2.pdf</ArchiveCopySource>
</Article>
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