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  <titleInfo>
    <title>Observation of crack growth behavior in concrete and mortar with the laser speckle method and measurement of tension-softening curve with the J-integral method</title>
  </titleInfo>
  <name type="personal">
    <namePart>Tada, Masaru</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Horii, Hideyuki</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Pama, Ricardo P.</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Ueda, Tamon</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>Th e Royal Thai 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>1990</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>60, [79] p.</extent>
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  <abstract>An accurate in-plane displacement measurement system was established  based on the laser speckle method in order to measure displacement field  due to crack propagation on the surface of a wedge - load- type specimen of  concrete or mortar.  Crack growth behavior on the specimen surface was observed utilizing  the established measurement system. Fracture process zone in the  specimen was modelled with the Dugdale-Barenblatt- type model employing  tension - softening relation as material property under tensile fracture.  Analysis based on the boundary element method was then performed on this  analytical model . The results obtained by the observation and the  analysis were compared. The predicted maximum load value was in a  relatively good accord with the obtained maximum load value in the  fracture test for crack observation . The predicted distribution of crack  opening displacement (crack profile) agreed with the observed crack  profile when load was relatively small. However, with increasing load  the observed crack length became larger and crack opening was detected  ahead of the predicted crack tip . Accordingly shape of the observed  crack profile differs from the prediction by the present model. Possible  causes which account for this discrepancy were discussed.  Measurement of tension-softening relation was attempted based on the  J-integral method on both concrete and mortar . The obtained tension-softening curve was far from reported results  obtained using the same method as well as a  Problems in the method were pointed out and  discussed.  in previous researches  direct tension test.  possible causes were</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, 1990</note>
  <subject authority="lcsh">
    <topic>Concrete</topic>
    <topic>Cracking</topic>
  </subject>
  <relatedItem type="series">
    <titleInfo>
      <title>Thesis ; no. ST-90-20</title>
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    <name type="corporate">
      <namePart>Asian Institute of Technology.</namePart>
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    </name>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B18571</identifier>
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    <url displayLabel="Full-Text">http://203.159.5.9/ait-thesis/detail.php?q=B18571</url>
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    <recordCreationDate encoding="marc">270798</recordCreationDate>
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