Large-Deflection Analysis of Cracked Beam by Boundary Integral Equation Method
This paper is concerned with the large-deflection analysis of cracked beams by the boundary integral equation method (BIEM). In the analysis, a crack is simulated by an equivalent rotational spring, which connects two segments of the beam. The BIEM formulation is applied to each segment of the beam...
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| Veröffentlicht in: | Nihon Kikai Gakkai ronbunshū. A 1996/08/25, Vol.62(600), pp.1834-1839 |
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| container_issue | 600 |
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| container_title | Nihon Kikai Gakkai ronbunshū. A |
| container_volume | 62 |
| creator | HORIBE, Tadashi |
| description | This paper is concerned with the large-deflection analysis of cracked beams by the boundary integral equation method (BIEM). In the analysis, a crack is simulated by an equivalent rotational spring, which connects two segments of the beam. The BIEM formulation is applied to each segment of the beam and the resulting nonlinear boundary integral equations are solved iteratively. Numerical computations for the cracked beams under the various boundary conditions are carried out and the influences of the crack depth and location on the center deflection and the stress distribution of the beams are investigated. |
| doi_str_mv | 10.1299/kikaia.62.1834 |
| format | Article |
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In the analysis, a crack is simulated by an equivalent rotational spring, which connects two segments of the beam. The BIEM formulation is applied to each segment of the beam and the resulting nonlinear boundary integral equations are solved iteratively. Numerical computations for the cracked beams under the various boundary conditions are carried out and the influences of the crack depth and location on the center deflection and the stress distribution of the beams are investigated.</description><identifier>ISSN: 0387-5008</identifier><identifier>EISSN: 1884-8338</identifier><identifier>DOI: 10.1299/kikaia.62.1834</identifier><language>eng ; jpn</language><publisher>The Japan Society of Mechanical Engineers</publisher><subject>Boundary conditions ; Boundary Integral Equation Method ; Calculations ; Compliance ; Cracked Beam ; Cracks ; Geometrical Nonlinearity ; Integral equations ; Iterative methods ; Large Deflection ; Numerical Analysis ; Stress concentration ; Structural Analysis</subject><ispartof>Transactions of the Japan Society of Mechanical Engineers Series A, 1996/08/25, Vol.62(600), pp.1834-1839</ispartof><rights>The Japan Society of Mechanical Engineers</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>315,781,785,1884,27929,27930</link.rule.ids></links><search><creatorcontrib>HORIBE, Tadashi</creatorcontrib><title>Large-Deflection Analysis of Cracked Beam by Boundary Integral Equation Method</title><title>Nihon Kikai Gakkai ronbunshū. A</title><addtitle>JSMET</addtitle><description>This paper is concerned with the large-deflection analysis of cracked beams by the boundary integral equation method (BIEM). In the analysis, a crack is simulated by an equivalent rotational spring, which connects two segments of the beam. The BIEM formulation is applied to each segment of the beam and the resulting nonlinear boundary integral equations are solved iteratively. Numerical computations for the cracked beams under the various boundary conditions are carried out and the influences of the crack depth and location on the center deflection and the stress distribution of the beams are investigated.</description><subject>Boundary conditions</subject><subject>Boundary Integral Equation Method</subject><subject>Calculations</subject><subject>Compliance</subject><subject>Cracked Beam</subject><subject>Cracks</subject><subject>Geometrical Nonlinearity</subject><subject>Integral equations</subject><subject>Iterative methods</subject><subject>Large Deflection</subject><subject>Numerical Analysis</subject><subject>Stress concentration</subject><subject>Structural Analysis</subject><issn>0387-5008</issn><issn>1884-8338</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1996</creationdate><recordtype>article</recordtype><recordid>eNo9kE1TwjAQhjOOzsggV8-5eWpNmn6kR0BURtSLnjObZgOV0kJSDvx7W4uc3sM-z87uS8g9ZyGP8vxxW26hhDCNQi5FfEVGXMo4kELIazJiQmZBwpi8JRPvS82Y4BlnaTQiHytwawye0FZYtGVT02kN1cmXnjaWzh0UWzR0hrCj-kRnzbE24E50Wbe4dlDRxeEIf9o7tpvG3JEbC5XHyTnH5Pt58TV_DVafL8v5dBUUgsXdXblOMiYTw03GOXCtI6mtjYUWAm0kmBHGAiQ2jZlmeZKmPGHdyBQIGoUUY_Iw7N275nBE36pd6QusKqixOXqVxXGSRTzqyXAgC9d479CqvSt33Q-KM9VXp4bqVBqpvrpOeBuEH9_CGi84uLYsKjzjPM_yXkkZ-4_evlDFBpzCWvwCjtt8bw</recordid><startdate>19960101</startdate><enddate>19960101</enddate><creator>HORIBE, Tadashi</creator><general>The Japan Society of Mechanical Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TC</scope></search><sort><creationdate>19960101</creationdate><title>Large-Deflection Analysis of Cracked Beam by Boundary Integral Equation Method</title><author>HORIBE, Tadashi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3044-89b57085d1d711a1bb28bff43b33ef230d3dfaa5f640b0956615033edceabe383</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng ; jpn</language><creationdate>1996</creationdate><topic>Boundary conditions</topic><topic>Boundary Integral Equation Method</topic><topic>Calculations</topic><topic>Compliance</topic><topic>Cracked Beam</topic><topic>Cracks</topic><topic>Geometrical Nonlinearity</topic><topic>Integral equations</topic><topic>Iterative methods</topic><topic>Large Deflection</topic><topic>Numerical Analysis</topic><topic>Stress concentration</topic><topic>Structural Analysis</topic><toplevel>online_resources</toplevel><creatorcontrib>HORIBE, Tadashi</creatorcontrib><collection>CrossRef</collection><collection>Mechanical Engineering Abstracts</collection><jtitle>Nihon Kikai Gakkai ronbunshū. A</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>HORIBE, Tadashi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Large-Deflection Analysis of Cracked Beam by Boundary Integral Equation Method</atitle><jtitle>Nihon Kikai Gakkai ronbunshū. A</jtitle><addtitle>JSMET</addtitle><date>1996-01-01</date><risdate>1996</risdate><volume>62</volume><issue>600</issue><spage>1834</spage><epage>1839</epage><pages>1834-1839</pages><issn>0387-5008</issn><eissn>1884-8338</eissn><abstract>This paper is concerned with the large-deflection analysis of cracked beams by the boundary integral equation method (BIEM). In the analysis, a crack is simulated by an equivalent rotational spring, which connects two segments of the beam. The BIEM formulation is applied to each segment of the beam and the resulting nonlinear boundary integral equations are solved iteratively. Numerical computations for the cracked beams under the various boundary conditions are carried out and the influences of the crack depth and location on the center deflection and the stress distribution of the beams are investigated.</abstract><pub>The Japan Society of Mechanical Engineers</pub><doi>10.1299/kikaia.62.1834</doi><tpages>6</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0387-5008 |
| ispartof | Transactions of the Japan Society of Mechanical Engineers Series A, 1996/08/25, Vol.62(600), pp.1834-1839 |
| issn | 0387-5008 1884-8338 |
| language | eng ; jpn |
| recordid | cdi_proquest_miscellaneous_744572128 |
| source | Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese |
| subjects | Boundary conditions Boundary Integral Equation Method Calculations Compliance Cracked Beam Cracks Geometrical Nonlinearity Integral equations Iterative methods Large Deflection Numerical Analysis Stress concentration Structural Analysis |
| title | Large-Deflection Analysis of Cracked Beam by Boundary Integral Equation Method |
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