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  <titleInfo>
    <title>Analytical modelling of microcracking and bridging in fracture of concrete, rock and ceramics</title>
  </titleInfo>
  <name type="personal">
    <namePart>Nirmalendran, Sivalingam</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
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  </name>
  <name type="personal">
    <namePart>Horii, Hideyuki</namePart>
    <role>
      <roleTerm type="text">Chairperson</roleTerm>
    </role>
  </name>
  <name type="personal">
    <namePart>Karasudhi, Pisidhi</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
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  <name type="personal">
    <namePart>Worsak Kanok-Nukulchai</namePart>
    <role>
      <roleTerm type="text">Examination Committee</roleTerm>
    </role>
  </name>
  <name type="corporate">
    <namePart>The Government of Australia</namePart>
    <role>
      <roleTerm type="text">Scholarship Donor</roleTerm>
    </role>
  </name>
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  <originInfo>
    <place>
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    <place>
      <placeTerm type="text">Bangkok</placeTerm>
    </place>
    <publisher>Asian Institute of Technology</publisher>
    <dateIssued>1990</dateIssued>
    <issuance>monographic</issuance>
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  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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    <extent>46, A-4 p.</extent>
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  <abstract>Microcracking and bridging are major mechanisms in fracture of quasi-brittle  materials such as concrete, rock and ceramics. An analytical model of fracture process  zone which includes both microcracking and bridging is developed to estimate the effects  of microcracking and bridging. While the material property on bridging is represented  by the tension-softening curve, which is the inelastic component of post-peak behavior  in tension test, that on microcracking is related to the pre-peak nonlinear behavior.  Relationship between microcrack density and the stress level is determined from pre-peak  stress-strain curve in uniaxial tension test. The material parameters on microcracking  are identified through a microcracking law which relates the orientation and the density  of microcracks to the state of stress at the point in question. The dominant microcracking  parameter is found through the model. With the given material properties on bridging  and microcracking, the model predicts the shape and size of the microcracking zone,  the distribution of microcrack density and the length of bridging zone at each load level.  Results of the present model are compared with those of the model which includes only  bridging. It is shown that the increase in toughness due to microcracking varies for  different materials but remain_s small portion of the total toughness for real materials.  For the case that bridging is dominant, Dugdale-Barenblatt-type model, which includes  bridging zone only, serves as a good model of fracture phenomena and provides reasonable  estimate of, for example, the maximum load of structures.</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>Fracture mechanics</topic>
  </subject>
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    <titleInfo>
      <title>Thesis ; no. ST-90-18</title>
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      <namePart>Asian Institute of Technology.</namePart>
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  <identifier type="uri">http://203.159.5.9/ait-thesis/detail.php?q=B18569</identifier>
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