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        <identifier>oai:www.ideals.illinois.edu:2142/83524</identifier>
        <datestamp>2023-07-11</datestamp>
        <setSpec>col_2142_5131</setSpec>
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        <thesis xmlns="http://www.ndltd.org/standards/metadata/etdms/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://www.ndltd.org/standards/metadata/etdms/1.1/ http://www.ndltd.org/standards/metadata/etdms/1.1/etdms11.xsd http://purl.org/dc/elements/1.1/ http://www.ndltd.org/standards/metadata/etdms/1.1/etdmsdc.xsd">
          <dc:contributor>Pecknold, David A.</dc:contributor>
          <dc:creator>Ha, Christopher Chul</dc:creator>
          <dc:date>2015-09-25T21:05:25Z</dc:date>
          <dc:date>2015-09-25T21:05:25Z</dc:date>
          <dc:date>10000-01-01</dc:date>
          <dc:date>2001</dc:date>
          <dc:date>2001</dc:date>
          <dc:description>This study is directed toward the development of a simple material model that can characterize ductile fracture in ferritic steels and that can be used in practical engineering problems. Ductile fracture occurs by a sequential process of nucleation, growth and coalescence of microvoids or microcracks. However, the model uses a continuum approach that can capture the global effect of ductile fracture behavior. It consists of two uncoupled material models; an elastic-damaging model that employs continuum damage mechanics and a von Mises plasticity model. The elastic-damaging model is based on the assumption that damage occurs due only to hydrostatic tension, and this, combined with the von Mises plasticity model, allows a simple formulation of the proposed model. Parameters required by the proposed model are determined by calibrating against experimental data for a specific material. The parameters for the elastic-damaging model depend on the spatial distribution of hydrostatic tension, and are determined by a calibration procedure that utilizes axisymmetric notched specimens. The proposed model is implemented in ABAQUS using a user-defined subroutine, i.e. UMAT. Applications to four-point plane strain bending specimens with a key hole notch and to double-tee circular hollow section tubular joints are presented. The proposed model appears to be capable of simulating, with reasonable accuracy, the failure of metal structures due to ductile fracture.</dc:description>
          <dc:description>Made available in DSpace on 2015-09-25T21:05:25Z (GMT). No. of bitstreams: 2
license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5)
9996636.pdf: 6458729 bytes, checksum: a464539fe4775386cfa74053796b1ced (MD5)
  Previous issue date: 2001</dc:description>
          <dc:description>Embargo set by: Seth Robbins for item 84805
Lift date: Forever
Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs</dc:description>
          <dc:description>Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs</dc:description>
          <dc:description>U of I Only</dc:description>
          <dc:description>140 p.</dc:description>
          <dc:description>Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2001.</dc:description>
          <dc:identifier>http://hdl.handle.net/2142/83524</dc:identifier>
          <dc:identifier>(MiAaPQ)AAI9996636</dc:identifier>
          <dc:language>eng</dc:language>
          <dc:subject>Engineering, Metallurgy</dc:subject>
          <dc:title>Elastic-Damaging Plasticity Model for Ductile Fracture</dc:title>
          <dc:type>text</dc:type>
          <degree>
            <department>Civil Engineering</department>
            <discipline>Civil Engineering</discipline>
            <grantor>University of Illinois at Urbana-Champaign</grantor>
            <level>Dissertation</level>
            <name>Ph.D.</name>
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