Buckling loads for steel tube with flattened ends
This paper presents a theoretical and experimental analysis of buckling load of the circular tube with flattened ends. The buckling tests were conducted on the steel tubes with different length and diameter, and the critical buckling force was determined from the measured relation between the latera...
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| Veröffentlicht in: | Archive of applied mechanics (1991) 2017-06, Vol.87 (6), p.949-960 |
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| container_title | Archive of applied mechanics (1991) |
| container_volume | 87 |
| creator | Kotšmíd, Stanislav Kuo, Chang-Hung Beňo, Pavel |
| description | This paper presents a theoretical and experimental analysis of buckling load of the circular tube with flattened ends. The buckling tests were conducted on the steel tubes with different length and diameter, and the critical buckling force was determined from the measured relation between the lateral displacement and axial force. Analytical solutions for the critical buckling force of the circular tubes were derived in the series form, and a numerical procedure based on the finite difference method and quasi-Newton method was developed to determine the critical buckling load. The results show that both analytical and numerical solutions were in agreement with those measured from the experiment. Moreover, the effect of flattened part length on the value of the critical buckling force was investigated there. The paper provides a mathematical model of mentioned case and gives us some simplifications calculating the critical buckling force. |
| doi_str_mv | 10.1007/s00419-017-1224-2 |
| format | Article |
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The buckling tests were conducted on the steel tubes with different length and diameter, and the critical buckling force was determined from the measured relation between the lateral displacement and axial force. Analytical solutions for the critical buckling force of the circular tubes were derived in the series form, and a numerical procedure based on the finite difference method and quasi-Newton method was developed to determine the critical buckling load. The results show that both analytical and numerical solutions were in agreement with those measured from the experiment. Moreover, the effect of flattened part length on the value of the critical buckling force was investigated there. The paper provides a mathematical model of mentioned case and gives us some simplifications calculating the critical buckling force.</description><identifier>ISSN: 0939-1533</identifier><identifier>EISSN: 1432-0681</identifier><identifier>DOI: 10.1007/s00419-017-1224-2</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Buckling ; Circular tubes ; Classical Mechanics ; Displacement ; Engineering ; Finite difference method ; Flattening ; Loads (forces) ; Mathematical models ; Original ; Quasi Newton methods ; Steel tubes ; Steels ; Theoretical and Applied Mechanics</subject><ispartof>Archive of applied mechanics (1991), 2017-06, Vol.87 (6), p.949-960</ispartof><rights>Springer-Verlag Berlin Heidelberg 2017</rights><rights>Copyright Springer Science & Business Media 2017</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c316t-ba7ba70b657f0318c898351ccd83a0e7c8966c084ce68c7d8d2e5c82e62c0de43</citedby><cites>FETCH-LOGICAL-c316t-ba7ba70b657f0318c898351ccd83a0e7c8966c084ce68c7d8d2e5c82e62c0de43</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00419-017-1224-2$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00419-017-1224-2$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27922,27923,41486,42555,51317</link.rule.ids></links><search><creatorcontrib>Kotšmíd, Stanislav</creatorcontrib><creatorcontrib>Kuo, Chang-Hung</creatorcontrib><creatorcontrib>Beňo, Pavel</creatorcontrib><title>Buckling loads for steel tube with flattened ends</title><title>Archive of applied mechanics (1991)</title><addtitle>Arch Appl Mech</addtitle><description>This paper presents a theoretical and experimental analysis of buckling load of the circular tube with flattened ends. The buckling tests were conducted on the steel tubes with different length and diameter, and the critical buckling force was determined from the measured relation between the lateral displacement and axial force. Analytical solutions for the critical buckling force of the circular tubes were derived in the series form, and a numerical procedure based on the finite difference method and quasi-Newton method was developed to determine the critical buckling load. The results show that both analytical and numerical solutions were in agreement with those measured from the experiment. Moreover, the effect of flattened part length on the value of the critical buckling force was investigated there. The paper provides a mathematical model of mentioned case and gives us some simplifications calculating the critical buckling force.</description><subject>Buckling</subject><subject>Circular tubes</subject><subject>Classical Mechanics</subject><subject>Displacement</subject><subject>Engineering</subject><subject>Finite difference method</subject><subject>Flattening</subject><subject>Loads (forces)</subject><subject>Mathematical models</subject><subject>Original</subject><subject>Quasi Newton methods</subject><subject>Steel tubes</subject><subject>Steels</subject><subject>Theoretical and Applied Mechanics</subject><issn>0939-1533</issn><issn>1432-0681</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><recordid>eNp1kMFKxDAQhoMouK4-gLeA5-hM0jbpURddhQUveg7dZLruWts1SRHf3iz14EUYGAa-_x_4GLtEuEYAfRMBCqwFoBYoZSHkEZthoaSAyuAxm0GtaoGlUqfsLMYdZLyUMGN4N7r3bttveDc0PvJ2CDwmoo6ncU38a5veeNs1KVFPnlPv4zk7aZsu0sXvnrPXh_uXxaNYPS-fFrcr4RRWSawbnQfWValbUGicqY0q0TlvVAOk811VDkzhqDJOe-Mllc5IqqQDT4Was6updx-Gz5FisrthDH1-abEGrUol6wOFE-XCEGOg1u7D9qMJ3xbBHszYyYzNZuzBjJU5I6dMzGy_ofCn-d_QDxwlZJ4</recordid><startdate>20170601</startdate><enddate>20170601</enddate><creator>Kotšmíd, Stanislav</creator><creator>Kuo, Chang-Hung</creator><creator>Beňo, Pavel</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>20170601</creationdate><title>Buckling loads for steel tube with flattened ends</title><author>Kotšmíd, Stanislav ; Kuo, Chang-Hung ; Beňo, Pavel</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c316t-ba7ba70b657f0318c898351ccd83a0e7c8966c084ce68c7d8d2e5c82e62c0de43</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Buckling</topic><topic>Circular tubes</topic><topic>Classical Mechanics</topic><topic>Displacement</topic><topic>Engineering</topic><topic>Finite difference method</topic><topic>Flattening</topic><topic>Loads (forces)</topic><topic>Mathematical models</topic><topic>Original</topic><topic>Quasi Newton methods</topic><topic>Steel tubes</topic><topic>Steels</topic><topic>Theoretical and Applied Mechanics</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kotšmíd, Stanislav</creatorcontrib><creatorcontrib>Kuo, Chang-Hung</creatorcontrib><creatorcontrib>Beňo, Pavel</creatorcontrib><collection>CrossRef</collection><jtitle>Archive of applied mechanics (1991)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kotšmíd, Stanislav</au><au>Kuo, Chang-Hung</au><au>Beňo, Pavel</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Buckling loads for steel tube with flattened ends</atitle><jtitle>Archive of applied mechanics (1991)</jtitle><stitle>Arch Appl Mech</stitle><date>2017-06-01</date><risdate>2017</risdate><volume>87</volume><issue>6</issue><spage>949</spage><epage>960</epage><pages>949-960</pages><issn>0939-1533</issn><eissn>1432-0681</eissn><abstract>This paper presents a theoretical and experimental analysis of buckling load of the circular tube with flattened ends. The buckling tests were conducted on the steel tubes with different length and diameter, and the critical buckling force was determined from the measured relation between the lateral displacement and axial force. Analytical solutions for the critical buckling force of the circular tubes were derived in the series form, and a numerical procedure based on the finite difference method and quasi-Newton method was developed to determine the critical buckling load. The results show that both analytical and numerical solutions were in agreement with those measured from the experiment. Moreover, the effect of flattened part length on the value of the critical buckling force was investigated there. The paper provides a mathematical model of mentioned case and gives us some simplifications calculating the critical buckling force.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s00419-017-1224-2</doi><tpages>12</tpages></addata></record> |
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| ispartof | Archive of applied mechanics (1991), 2017-06, Vol.87 (6), p.949-960 |
| issn | 0939-1533 1432-0681 |
| language | eng |
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| source | SpringerLink Journals - AutoHoldings |
| subjects | Buckling Circular tubes Classical Mechanics Displacement Engineering Finite difference method Flattening Loads (forces) Mathematical models Original Quasi Newton methods Steel tubes Steels Theoretical and Applied Mechanics |
| title | Buckling loads for steel tube with flattened ends |
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