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
Hauptverfasser: Li, Xue, Sun, Jun-Yi, Dong, Jiao, He, Xiao-Ting
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Sun, Jun-Yi
Dong, Jiao
He, Xiao-Ting
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.
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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. 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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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