One-Dimensional and Two-Dimensional Analytical Solutions for Functionally Graded Beams with Different Moduli in Tension and Compression
The material considered in this study not only has a functionally graded characteristic but also exhibits different tensile and compressive moduli of elasticity. One-dimensional and two-dimensional mechanical models for a functionally graded beam with a bimodular effect were established first. By ta...
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Veröffentlicht in: | Materials 2018-05, Vol.11 (5), p.830 |
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description | The material considered in this study not only has a functionally graded characteristic but also exhibits different tensile and compressive moduli of elasticity. One-dimensional and two-dimensional mechanical models for a functionally graded beam with a bimodular effect were established first. By taking the grade function as an exponential expression, the analytical solutions of a bimodular functionally graded beam under pure bending and lateral-force bending were obtained. The regression from a two-dimensional solution to a one-dimensional solution is verified. The physical quantities in a bimodular functionally graded beam are compared with their counterparts in a classical problem and a functionally graded beam without a bimodular effect. The validity of the plane section assumption under pure bending and lateral-force bending is analyzed. Three typical cases that the tensile modulus is greater than, equal to, or less than the compressive modulus are discussed. The result indicates that due to the introduction of the bimodular functionally graded effect of the materials, the maximum tensile and compressive bending stresses may not take place at the bottom and top of the beam. The real location at which the maximum bending stress takes place is determined via the extreme condition for the analytical solution. |
doi_str_mv | 10.3390/ma11050830 |
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One-dimensional and two-dimensional mechanical models for a functionally graded beam with a bimodular effect were established first. By taking the grade function as an exponential expression, the analytical solutions of a bimodular functionally graded beam under pure bending and lateral-force bending were obtained. The regression from a two-dimensional solution to a one-dimensional solution is verified. The physical quantities in a bimodular functionally graded beam are compared with their counterparts in a classical problem and a functionally graded beam without a bimodular effect. The validity of the plane section assumption under pure bending and lateral-force bending is analyzed. Three typical cases that the tensile modulus is greater than, equal to, or less than the compressive modulus are discussed. The result indicates that due to the introduction of the bimodular functionally graded effect of the materials, the maximum tensile and compressive bending stresses may not take place at the bottom and top of the beam. The real location at which the maximum bending stress takes place is determined via the extreme condition for the analytical solution.</description><identifier>ISSN: 1996-1944</identifier><identifier>EISSN: 1996-1944</identifier><identifier>DOI: 10.3390/ma11050830</identifier><identifier>PMID: 29772835</identifier><language>eng</language><publisher>Switzerland: MDPI AG</publisher><subject>Beams (structural) ; Bending stresses ; Compressive properties ; Functionally gradient materials ; Maximum bending ; Modulus of elasticity ; Regression analysis ; Two dimensional analysis ; Two dimensional models</subject><ispartof>Materials, 2018-05, Vol.11 (5), p.830</ispartof><rights>Copyright MDPI AG 2018</rights><rights>2018 by the authors. 2018</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c406t-f43a510758275c3a29b6cfe13ca56fb735db936bab3cb9868dab730c610c9b0f3</citedby><cites>FETCH-LOGICAL-c406t-f43a510758275c3a29b6cfe13ca56fb735db936bab3cb9868dab730c610c9b0f3</cites><orcidid>0000-0003-4356-7173 ; 0000-0002-8880-3961</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC5978207/pdf/$$EPDF$$P50$$Gpubmedcentral$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.ncbi.nlm.nih.gov/pmc/articles/PMC5978207/$$EHTML$$P50$$Gpubmedcentral$$Hfree_for_read</linktohtml><link.rule.ids>230,314,724,777,781,882,27905,27906,53772,53774</link.rule.ids><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/29772835$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Li, Xue</creatorcontrib><creatorcontrib>Sun, Jun-Yi</creatorcontrib><creatorcontrib>Dong, Jiao</creatorcontrib><creatorcontrib>He, Xiao-Ting</creatorcontrib><title>One-Dimensional and Two-Dimensional Analytical Solutions for Functionally Graded Beams with Different Moduli in Tension and Compression</title><title>Materials</title><addtitle>Materials (Basel)</addtitle><description>The material considered in this study not only has a functionally graded characteristic but also exhibits different tensile and compressive moduli of elasticity. One-dimensional and two-dimensional mechanical models for a functionally graded beam with a bimodular effect were established first. By taking the grade function as an exponential expression, the analytical solutions of a bimodular functionally graded beam under pure bending and lateral-force bending were obtained. The regression from a two-dimensional solution to a one-dimensional solution is verified. The physical quantities in a bimodular functionally graded beam are compared with their counterparts in a classical problem and a functionally graded beam without a bimodular effect. The validity of the plane section assumption under pure bending and lateral-force bending is analyzed. Three typical cases that the tensile modulus is greater than, equal to, or less than the compressive modulus are discussed. The result indicates that due to the introduction of the bimodular functionally graded effect of the materials, the maximum tensile and compressive bending stresses may not take place at the bottom and top of the beam. The real location at which the maximum bending stress takes place is determined via the extreme condition for the analytical solution.</description><subject>Beams (structural)</subject><subject>Bending stresses</subject><subject>Compressive properties</subject><subject>Functionally gradient materials</subject><subject>Maximum bending</subject><subject>Modulus of elasticity</subject><subject>Regression analysis</subject><subject>Two dimensional analysis</subject><subject>Two dimensional models</subject><issn>1996-1944</issn><issn>1996-1944</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpdkV1PHCEUhkljU43dm_6AhqQ3xmSUj4EZbkzsqquJjRfdXhOGgS5mBlaYqdlf4N-W_ehWywUcXp685w0HgC8YnVEq0HmvMEYM1RR9AEdYCF5gUZYHb-pDMEnpEeVFKa6J-AQOiagqUlN2BF4evCmuXG98csGrDirfwvlzeKdd5m01OJ3Ln6Ebh6wmaEOEN6PXw4bpVnAWVWta-N2oPsFnNyzglbPWROMH-CO0Y-eg83C-dd30mYZ-GU1a3z-Dj1Z1yUx25zH4dXM9n94W9w-zu-nlfaFLxIfCllQxjCpWk4ppqohouLYGU60Yt01FWdsIyhvVUN2ImtetyiLSHCMtGmTpMbjY-i7HpjetzuGi6uQyul7FlQzKyfcv3i3k7_BHMlHVBFXZ4GRnEMPTaNIge5e06TrlTRiTJKjEnGJSs4x--w99DGPMn7WmGC8ZomRNnW4pHUNK0dh9GIzkesTy34gz_PVt_D36d6D0FeUJo6A</recordid><startdate>20180517</startdate><enddate>20180517</enddate><creator>Li, Xue</creator><creator>Sun, Jun-Yi</creator><creator>Dong, Jiao</creator><creator>He, Xiao-Ting</creator><general>MDPI AG</general><general>MDPI</general><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>PDBOC</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>7X8</scope><scope>5PM</scope><orcidid>https://orcid.org/0000-0003-4356-7173</orcidid><orcidid>https://orcid.org/0000-0002-8880-3961</orcidid></search><sort><creationdate>20180517</creationdate><title>One-Dimensional and Two-Dimensional Analytical Solutions for Functionally Graded Beams with Different Moduli in Tension and Compression</title><author>Li, Xue ; Sun, Jun-Yi ; Dong, Jiao ; He, Xiao-Ting</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c406t-f43a510758275c3a29b6cfe13ca56fb735db936bab3cb9868dab730c610c9b0f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Beams (structural)</topic><topic>Bending stresses</topic><topic>Compressive properties</topic><topic>Functionally gradient materials</topic><topic>Maximum bending</topic><topic>Modulus of elasticity</topic><topic>Regression analysis</topic><topic>Two dimensional analysis</topic><topic>Two dimensional models</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Li, Xue</creatorcontrib><creatorcontrib>Sun, Jun-Yi</creatorcontrib><creatorcontrib>Dong, Jiao</creatorcontrib><creatorcontrib>He, Xiao-Ting</creatorcontrib><collection>PubMed</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Materials Science Collection</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>MEDLINE - Academic</collection><collection>PubMed Central (Full Participant titles)</collection><jtitle>Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Li, Xue</au><au>Sun, Jun-Yi</au><au>Dong, Jiao</au><au>He, Xiao-Ting</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>One-Dimensional and Two-Dimensional Analytical Solutions for Functionally Graded Beams with Different Moduli in Tension and Compression</atitle><jtitle>Materials</jtitle><addtitle>Materials (Basel)</addtitle><date>2018-05-17</date><risdate>2018</risdate><volume>11</volume><issue>5</issue><spage>830</spage><pages>830-</pages><issn>1996-1944</issn><eissn>1996-1944</eissn><abstract>The material considered in this study not only has a functionally graded characteristic but also exhibits different tensile and compressive moduli of elasticity. One-dimensional and two-dimensional mechanical models for a functionally graded beam with a bimodular effect were established first. By taking the grade function as an exponential expression, the analytical solutions of a bimodular functionally graded beam under pure bending and lateral-force bending were obtained. The regression from a two-dimensional solution to a one-dimensional solution is verified. The physical quantities in a bimodular functionally graded beam are compared with their counterparts in a classical problem and a functionally graded beam without a bimodular effect. The validity of the plane section assumption under pure bending and lateral-force bending is analyzed. Three typical cases that the tensile modulus is greater than, equal to, or less than the compressive modulus are discussed. The result indicates that due to the introduction of the bimodular functionally graded effect of the materials, the maximum tensile and compressive bending stresses may not take place at the bottom and top of the beam. The real location at which the maximum bending stress takes place is determined via the extreme condition for the analytical solution.</abstract><cop>Switzerland</cop><pub>MDPI AG</pub><pmid>29772835</pmid><doi>10.3390/ma11050830</doi><orcidid>https://orcid.org/0000-0003-4356-7173</orcidid><orcidid>https://orcid.org/0000-0002-8880-3961</orcidid><oa>free_for_read</oa></addata></record> |
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source | Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; PubMed Central Open Access; MDPI - Multidisciplinary Digital Publishing Institute; PubMed Central; Free Full-Text Journals in Chemistry |
subjects | Beams (structural) Bending stresses Compressive properties Functionally gradient materials Maximum bending Modulus of elasticity Regression analysis Two dimensional analysis Two dimensional models |
title | One-Dimensional and Two-Dimensional Analytical Solutions for Functionally Graded Beams with Different Moduli in Tension and Compression |
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