Seventh-Order Polynomial Constituting the Exact Buckling Mode of a Functionally Graded Column
In this paper, a functionally graded material column that is simply supported at one end and clamped at the other is considered. The buckling mode is postulated as a high-order polynomial. Six novel closed-form solutions are found by the semi-inverse technique. These solutions can be used as benchma...
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Veröffentlicht in: | AIAA journal 2021-11, Vol.59 (11), p.4318-4325 |
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description | In this paper, a functionally graded material column that is simply supported at one end and clamped at the other is considered. The buckling mode is postulated as a high-order polynomial. Six novel closed-form solutions are found by the semi-inverse technique. These solutions can be used as benchmark problems with which numerous approximate solution techniques can be tested. Technical novelty consists in searching solutions via semi-inverse method, namely, by postulating the mode shape and searching for the variable flexural rigidity that matches the mode shape. The method is not universal in the sense that it does not develop method of finding the buckling loads for any, arbitrarily, axially graded columns; rather it furnishes closed-form solutions for flexural rigidity grading for columns that might possess the seventh-order polynomial mode shape. Still, this finding appears to be remarkable because it delivers the closed-form solution for the buckling loads. |
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N</creator><creatorcontrib>Elishakoff, Isaac ; Padilla, Jonathan ; Mera, Youkendy ; Reddy, J. N</creatorcontrib><description>In this paper, a functionally graded material column that is simply supported at one end and clamped at the other is considered. The buckling mode is postulated as a high-order polynomial. Six novel closed-form solutions are found by the semi-inverse technique. These solutions can be used as benchmark problems with which numerous approximate solution techniques can be tested. Technical novelty consists in searching solutions via semi-inverse method, namely, by postulating the mode shape and searching for the variable flexural rigidity that matches the mode shape. The method is not universal in the sense that it does not develop method of finding the buckling loads for any, arbitrarily, axially graded columns; rather it furnishes closed-form solutions for flexural rigidity grading for columns that might possess the seventh-order polynomial mode shape. Still, this finding appears to be remarkable because it delivers the closed-form solution for the buckling loads.</description><identifier>ISSN: 0001-1452</identifier><identifier>EISSN: 1533-385X</identifier><identifier>DOI: 10.2514/1.J060382</identifier><language>eng</language><publisher>Virginia: American Institute of Aeronautics and Astronautics</publisher><subject>Boundary conditions ; Buckling ; Closed form solutions ; Columns (structural) ; Designers ; Eigenvalues ; Engineers ; Exact solutions ; Functionally gradient materials ; Inverse method ; Load ; Mathematical analysis ; Mechanical engineering ; Polynomials ; Rigidity ; Searching</subject><ispartof>AIAA journal, 2021-11, Vol.59 (11), p.4318-4325</ispartof><rights>Copyright © 2021 by the American Institute of Aeronautics and Astronautics, Inc. All rights reserved. All requests for copying and permission to reprint should be submitted to CCC at ; employ the eISSN to initiate your request. See also AIAA Rights and Permissions .</rights><rights>Copyright © 2021 by the American Institute of Aeronautics and Astronautics, Inc. All rights reserved. All requests for copying and permission to reprint should be submitted to CCC at www.copyright.com; employ the eISSN 1533-385X to initiate your request. 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The method is not universal in the sense that it does not develop method of finding the buckling loads for any, arbitrarily, axially graded columns; rather it furnishes closed-form solutions for flexural rigidity grading for columns that might possess the seventh-order polynomial mode shape. Still, this finding appears to be remarkable because it delivers the closed-form solution for the buckling loads.</description><subject>Boundary conditions</subject><subject>Buckling</subject><subject>Closed form solutions</subject><subject>Columns (structural)</subject><subject>Designers</subject><subject>Eigenvalues</subject><subject>Engineers</subject><subject>Exact solutions</subject><subject>Functionally gradient materials</subject><subject>Inverse method</subject><subject>Load</subject><subject>Mathematical analysis</subject><subject>Mechanical engineering</subject><subject>Polynomials</subject><subject>Rigidity</subject><subject>Searching</subject><issn>0001-1452</issn><issn>1533-385X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNpl0E1LAzEQBuAgCtbqwX8QEAQPW_O92aOWtiqVCip4kZDuZu3WNKlJVuy_d0sLHjwNMzwzDC8A5xgNCMfsGg8ekEBUkgPQw5zSjEr-dgh6CCGcYcbJMTiJcdl1JJe4B96fzbdxaZHNQmUCfPJ24_yq0RYOvYupSW1q3AdMCwNHP7pM8LYtP-129OgrA30NNRy3rkyNd9raDZwEXZmq27btyp2Co1rbaM72tQ9ex6OX4V02nU3uhzfTTBMpU8aJ1EYwSnNhOM8JY3LORMkKxDlBuBR1Iaoi11gwxChignZeFzyfS1YQU9E-uNjdXQf_1ZqY1NK3oXsoKsKl4AIjTDt1tVNl8DEGU6t1aFY6bBRGapuewmqfXmcvd1Y3Wv9d-w9_AfQ2a1g</recordid><startdate>20211101</startdate><enddate>20211101</enddate><creator>Elishakoff, Isaac</creator><creator>Padilla, Jonathan</creator><creator>Mera, Youkendy</creator><creator>Reddy, J. 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N</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Seventh-Order Polynomial Constituting the Exact Buckling Mode of a Functionally Graded Column</atitle><jtitle>AIAA journal</jtitle><date>2021-11-01</date><risdate>2021</risdate><volume>59</volume><issue>11</issue><spage>4318</spage><epage>4325</epage><pages>4318-4325</pages><issn>0001-1452</issn><eissn>1533-385X</eissn><abstract>In this paper, a functionally graded material column that is simply supported at one end and clamped at the other is considered. The buckling mode is postulated as a high-order polynomial. Six novel closed-form solutions are found by the semi-inverse technique. These solutions can be used as benchmark problems with which numerous approximate solution techniques can be tested. Technical novelty consists in searching solutions via semi-inverse method, namely, by postulating the mode shape and searching for the variable flexural rigidity that matches the mode shape. The method is not universal in the sense that it does not develop method of finding the buckling loads for any, arbitrarily, axially graded columns; rather it furnishes closed-form solutions for flexural rigidity grading for columns that might possess the seventh-order polynomial mode shape. Still, this finding appears to be remarkable because it delivers the closed-form solution for the buckling loads.</abstract><cop>Virginia</cop><pub>American Institute of Aeronautics and Astronautics</pub><doi>10.2514/1.J060382</doi><tpages>8</tpages></addata></record> |
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subjects | Boundary conditions Buckling Closed form solutions Columns (structural) Designers Eigenvalues Engineers Exact solutions Functionally gradient materials Inverse method Load Mathematical analysis Mechanical engineering Polynomials Rigidity Searching |
title | Seventh-Order Polynomial Constituting the Exact Buckling Mode of a Functionally Graded Column |
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