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  <titleInfo>
    <title>Development of degenerate finite elements for combined flexural and torsional analysis of thin-walled structures</title>
  </titleInfo>
  <name type="personal">
    <namePart>Sivakumar, Markandu</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Worsak Kanok-Nukulchai</namePart>
    <role>
      <roleTerm type="text">Chaiperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Karasudhi, Pisidhi</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Wireland, Martin</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Royal Danish Government</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">th</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1982</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
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    <extent>iv, 73 p.</extent>
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  <abstract>The present study is conducted on a general finite element application to the class of combined flexure-torsion problems for beams of thin-walled cross-sections. Three finite elements for such a purpose are degenerated from  the three dimensional field equations, using certain assumptions justified for thin-walled sections. By this method, effects of warping restraint condition can be fully accommodated. Various examples are presented to illustrate the versatility and effectiveness of the derived elements in practical analysis of thin-walled members.</abstract>
  <note>A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering School of Engineering and Technology</note>
  <note>Thesis (M.Eng.)- Asian Institute of Technology, 1982</note>
  <subject authority="lcsh">
    <topic>Thin-walled structures</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-82-21</title>
    </titleInfo>
    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
      <namePart/>
    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B21356</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B21356</url>
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    <recordCreationDate encoding="marc">050898</recordCreationDate>
    <recordChangeDate encoding="iso8601">20260818090825.0</recordChangeDate>
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