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  <titleInfo>
    <title>Development of hardness testing technique for the evaluation of localized yielding in steel reinforcement</title>
  </titleInfo>
  <name type="personal">
    <namePart>Chamara, Jayasinghe Arachchilage Supun</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Punchet Thammarak</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Pennung Warnitchai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Thanakorn Pheeraphan</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Raktipong Sahamitmongkol</namePart>
    <role>
      <roleTerm type="text">Examination committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Thailand (HM King)</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">Pathum Thani</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>2012</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <extent>199 leaves : ill., charts</extent>
  </physicalDescription>
  <abstract>There are many residual strain detecting methods at  the present but none of them are  suitable to detect residual strain of steel reinfor cement bar due to cost of experiment and  reliability of results. This study mainly focused o n identification of relationship between  the load {u2013} displacement curve of macro- hardness te st and residual strain of rebar. The  extent  of  the  past  studies  covers  the  interpretatio n  of  elastic  properties,  e.g.  elastic  modulus and yield stress, from load {u2013} displacement  relationship by nano {u2013} indentation.  However, no one has proposed the technique used for  investigation of residual strain. This  research  fully  based  on  the  numerical  simulation  of   the  macro  {u2013}  indentation.  The  axisymmetric and the three dimensional finite eleme nt simulation are used to develop the  relationship  between  load  {u2013}  displacement curve  of  i ndentation  and  material  properties  including residual strain of material. It is shown  in this thesis that the best technique for  interpretation  of  material  elastic  properties  and  r esidual  strain  is  the  characteristic  relationship between load and displacement from ind entation test. In this research, there  are shown the pattern of the load {u2013} displacement cu rves are changed with the direction of  the indentation, the curvature of the surface and t he dimensions of test specimen. In detail  comparison results of each case are presented in th is thesis.</abstract>
  <note>A thesis submitted in partial fulfillment of the r equirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology</note>
  <note>Thesis (M. Eng.) - Asian Institute of Technology, 2012</note>
  <subject authority="lcsh">
    <topic>Reinforcing bars</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Hardness</topic>
    <topic>Testing</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Concrete beams</topic>
    <topic>Testing</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. ST-12-01</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=B03998 </identifier>
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