Effects of lattice stiffeners and blast load on nonlinear dynamic response and vibration of auxetic honeycomb plates
In this paper, the effects of lattice stiffeners and blast load on nonlinear dynamic response and vibration of auxetic sandwich honeycomb plates on Pasternak elastic foundations are considered. The remarkable point of this study is that the outer surfaces of the system reinforced by lattice stiffene...
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Veröffentlicht in: | Proceedings of the Institution of Mechanical Engineers. Part C, Journal of mechanical engineering science Journal of mechanical engineering science, 2021-12, Vol.235 (23), p.7192-7211 |
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description | In this paper, the effects of lattice stiffeners and blast load on nonlinear dynamic response and vibration of auxetic sandwich honeycomb plates on Pasternak elastic foundations are considered. The remarkable point of this study is that the outer surfaces of the system reinforced by lattice stiffeners (including orthogonal stiffeners and oblique stiffeners) are made of functionally graded materials. Based on the analytical solution, the Reddy’s FSDT, the Airy’s stress functions, the Galerkin and the fourth-order Runge-Kutta methods, fundamental frequency, dynamic response and frequency–amplitude curves of the plates reinforced by lattice stiffeners under blast and mechanical loads are determined. Then, the result analyses the effect of lattice stiffeners, blast and mechanical loads, elastic foundations on nonlinear dynamic response and vibration of auxetic honeycomb plates. The optimal angle of oblique stiffeners which maximizes natural frequency and contemporaneously minimizes amplitude when changing geometrical parameters of auxetic honeycomb is also determined. |
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The remarkable point of this study is that the outer surfaces of the system reinforced by lattice stiffeners (including orthogonal stiffeners and oblique stiffeners) are made of functionally graded materials. Based on the analytical solution, the Reddy’s FSDT, the Airy’s stress functions, the Galerkin and the fourth-order Runge-Kutta methods, fundamental frequency, dynamic response and frequency–amplitude curves of the plates reinforced by lattice stiffeners under blast and mechanical loads are determined. Then, the result analyses the effect of lattice stiffeners, blast and mechanical loads, elastic foundations on nonlinear dynamic response and vibration of auxetic honeycomb plates. The optimal angle of oblique stiffeners which maximizes natural frequency and contemporaneously minimizes amplitude when changing geometrical parameters of auxetic honeycomb is also determined.</description><identifier>ISSN: 0954-4062</identifier><identifier>EISSN: 2041-2983</identifier><identifier>DOI: 10.1177/0954406221992797</identifier><language>eng</language><publisher>London, England: SAGE Publications</publisher><subject>Amplitudes ; Blast loads ; Dynamic response ; Dynamical systems ; Exact solutions ; Foundations ; Functionally gradient materials ; Mathematical analysis ; Nonlinear dynamics ; Nonlinear response ; Plates ; Resonant frequencies ; Runge-Kutta method ; Stiffeners ; Stress functions ; Vibration</subject><ispartof>Proceedings of the Institution of Mechanical Engineers. 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Part C, Journal of mechanical engineering science</title><description>In this paper, the effects of lattice stiffeners and blast load on nonlinear dynamic response and vibration of auxetic sandwich honeycomb plates on Pasternak elastic foundations are considered. The remarkable point of this study is that the outer surfaces of the system reinforced by lattice stiffeners (including orthogonal stiffeners and oblique stiffeners) are made of functionally graded materials. Based on the analytical solution, the Reddy’s FSDT, the Airy’s stress functions, the Galerkin and the fourth-order Runge-Kutta methods, fundamental frequency, dynamic response and frequency–amplitude curves of the plates reinforced by lattice stiffeners under blast and mechanical loads are determined. Then, the result analyses the effect of lattice stiffeners, blast and mechanical loads, elastic foundations on nonlinear dynamic response and vibration of auxetic honeycomb plates. The optimal angle of oblique stiffeners which maximizes natural frequency and contemporaneously minimizes amplitude when changing geometrical parameters of auxetic honeycomb is also determined.</description><subject>Amplitudes</subject><subject>Blast loads</subject><subject>Dynamic response</subject><subject>Dynamical systems</subject><subject>Exact solutions</subject><subject>Foundations</subject><subject>Functionally gradient materials</subject><subject>Mathematical analysis</subject><subject>Nonlinear dynamics</subject><subject>Nonlinear response</subject><subject>Plates</subject><subject>Resonant frequencies</subject><subject>Runge-Kutta method</subject><subject>Stiffeners</subject><subject>Stress functions</subject><subject>Vibration</subject><issn>0954-4062</issn><issn>2041-2983</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNp1kM1LAzEQxYMoWKt3jwHPq9lsNh9HKfUDCl70vCTZiW7ZJmuSiv3vTa0gCM5lYOb33mMGocuaXNe1EDdEtYwRTmmtFBVKHKEZJayuqJLNMZrt19V-f4rOUlqTUpS3M5SXzoHNCQeHR53zYAGnPJShh5iw9j02o04Zj0H3OHjsgx8HDzrifuf1ZrA4QpqCT_ANfwwm6jwUsBjq7ScUR_wWPOxs2Bg8lQxI5-jE6THBxU-fo5e75fPioVo93T8ubleVbYjKlZTSSWpYC9wYxXojrOLgOJCWqXKbbXrLlJCqNoxy4Fww46SwogCSM9XM0dXBd4rhfQspd-uwjb5EdpQTQXlTdIUiB8rGkFIE101x2Oi462rS7X_b_f1tkVQHSdKv8Gv6L_8FJq15zg</recordid><startdate>202112</startdate><enddate>202112</enddate><creator>Cong, Pham Hong</creator><creator>Quyet, Phi Kien</creator><creator>Duc, Nguyen Dinh</creator><general>SAGE Publications</general><general>SAGE PUBLICATIONS, INC</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><orcidid>https://orcid.org/0000-0003-2656-7497</orcidid></search><sort><creationdate>202112</creationdate><title>Effects of lattice stiffeners and blast load on nonlinear dynamic response and vibration of auxetic honeycomb plates</title><author>Cong, Pham Hong ; Quyet, Phi Kien ; Duc, Nguyen Dinh</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c309t-888f82b45e6bb94db7c96ef6e0549041c3dc497891b426e6674bf87c7e0586493</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Amplitudes</topic><topic>Blast loads</topic><topic>Dynamic response</topic><topic>Dynamical systems</topic><topic>Exact solutions</topic><topic>Foundations</topic><topic>Functionally gradient materials</topic><topic>Mathematical analysis</topic><topic>Nonlinear dynamics</topic><topic>Nonlinear response</topic><topic>Plates</topic><topic>Resonant frequencies</topic><topic>Runge-Kutta method</topic><topic>Stiffeners</topic><topic>Stress functions</topic><topic>Vibration</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Cong, Pham Hong</creatorcontrib><creatorcontrib>Quyet, Phi Kien</creatorcontrib><creatorcontrib>Duc, Nguyen Dinh</creatorcontrib><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><jtitle>Proceedings of the Institution of Mechanical Engineers. Part C, Journal of mechanical engineering science</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Cong, Pham Hong</au><au>Quyet, Phi Kien</au><au>Duc, Nguyen Dinh</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effects of lattice stiffeners and blast load on nonlinear dynamic response and vibration of auxetic honeycomb plates</atitle><jtitle>Proceedings of the Institution of Mechanical Engineers. Part C, Journal of mechanical engineering science</jtitle><date>2021-12</date><risdate>2021</risdate><volume>235</volume><issue>23</issue><spage>7192</spage><epage>7211</epage><pages>7192-7211</pages><issn>0954-4062</issn><eissn>2041-2983</eissn><abstract>In this paper, the effects of lattice stiffeners and blast load on nonlinear dynamic response and vibration of auxetic sandwich honeycomb plates on Pasternak elastic foundations are considered. The remarkable point of this study is that the outer surfaces of the system reinforced by lattice stiffeners (including orthogonal stiffeners and oblique stiffeners) are made of functionally graded materials. Based on the analytical solution, the Reddy’s FSDT, the Airy’s stress functions, the Galerkin and the fourth-order Runge-Kutta methods, fundamental frequency, dynamic response and frequency–amplitude curves of the plates reinforced by lattice stiffeners under blast and mechanical loads are determined. Then, the result analyses the effect of lattice stiffeners, blast and mechanical loads, elastic foundations on nonlinear dynamic response and vibration of auxetic honeycomb plates. The optimal angle of oblique stiffeners which maximizes natural frequency and contemporaneously minimizes amplitude when changing geometrical parameters of auxetic honeycomb is also determined.</abstract><cop>London, England</cop><pub>SAGE Publications</pub><doi>10.1177/0954406221992797</doi><tpages>20</tpages><orcidid>https://orcid.org/0000-0003-2656-7497</orcidid></addata></record> |
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subjects | Amplitudes Blast loads Dynamic response Dynamical systems Exact solutions Foundations Functionally gradient materials Mathematical analysis Nonlinear dynamics Nonlinear response Plates Resonant frequencies Runge-Kutta method Stiffeners Stress functions Vibration |
title | Effects of lattice stiffeners and blast load on nonlinear dynamic response and vibration of auxetic honeycomb plates |
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