<?xml version="1.0" encoding="UTF-8"?>
<collection xmlns="http://www.loc.gov/MARC21/slim">
 <record>
  <leader>     caa a22        4500</leader>
  <controlfield tag="001">465741312</controlfield>
  <controlfield tag="003">CHVBK</controlfield>
  <controlfield tag="005">20180323111809.0</controlfield>
  <controlfield tag="007">cr unu---uuuuu</controlfield>
  <controlfield tag="008">170327e19900401xx      s     000 0 eng  </controlfield>
  <datafield tag="024" ind1="7" ind2="0">
   <subfield code="a">10.1007/BF01185957</subfield>
   <subfield code="2">doi</subfield>
  </datafield>
  <datafield tag="035" ind1=" " ind2=" ">
   <subfield code="a">(NATIONALLICENCE)springer-10.1007/BF01185957</subfield>
  </datafield>
  <datafield tag="100" ind1="1" ind2=" ">
   <subfield code="a">McClintock</subfield>
   <subfield code="D">Frank</subfield>
   <subfield code="u">Department of Mechanical Engineering, Massachusetts Institute of Technology, 02139, Cambridge, Massachusetts, USA</subfield>
   <subfield code="4">aut</subfield>
  </datafield>
  <datafield tag="245" ind1="1" ind2="0">
   <subfield code="a">Reduced crack growth ductility due to asymmetric configurations</subfield>
   <subfield code="h">[Elektronische Daten]</subfield>
   <subfield code="c">[Frank McClintock]</subfield>
  </datafield>
  <datafield tag="520" ind1="3" ind2=" ">
   <subfield code="a">Fully plastic structures are desirable to help detect impending failure. For stability, the displacement per unit drop in load due to any crack growth must be less than the compliance of the surrounding structure. The corresponding crack growth ductility is less with asymmetric configurations, than with the symmetric ones usually studied. Examples are given of face-grooved plates with unequal flank angles, staggered cracks, and single cracks near welds in joints under tension or bending. Further examples are the tendency of cracks on a microscopic scale to become rough, to zig-zag, or even to spiral (in round bars). The maximum triaxiality can occur on a single slip line between staggered cracks from opposing faces of a plate, according to a slip line analysis. Except at the lowest triaxiality, 1018CF steel with a 3 mm ligament became unstable even when the compliances of the surroundings totalled only 6 × 10−6 mm/N. For higher triaxialities the limit load was not reached and the ensuing unstable fractures usually turned to cleavage. In plates, the slow,stahle, plastic extension of slant-mode through-cracks sometimes abruptly changed to cleavage fracture, even at 10°Cabove both the 0.51 mm lateral expansion and Charpy 34.1 J (25 ft-Ib) transition temperatures, either sufficient to meet the ASME Code. In structures, this means that fragmentationcan intervene even during slow, &quot;low-triaxiality”, stable crack growth in material meeting Code requirements.</subfield>
  </datafield>
  <datafield tag="540" ind1=" " ind2=" ">
   <subfield code="a">Kluwer Academic Publishers, 1990</subfield>
  </datafield>
  <datafield tag="773" ind1="0" ind2=" ">
   <subfield code="t">International Journal of Fracture</subfield>
   <subfield code="d">Kluwer Academic Publishers</subfield>
   <subfield code="g">42/4(1990-04-01), 357-370</subfield>
   <subfield code="x">0376-9429</subfield>
   <subfield code="q">42:4&lt;357</subfield>
   <subfield code="1">1990</subfield>
   <subfield code="2">42</subfield>
   <subfield code="o">10704</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2="0">
   <subfield code="u">https://doi.org/10.1007/BF01185957</subfield>
   <subfield code="q">text/html</subfield>
   <subfield code="z">Onlinezugriff via DOI</subfield>
  </datafield>
  <datafield tag="908" ind1=" " ind2=" ">
   <subfield code="D">1</subfield>
   <subfield code="a">research-article</subfield>
   <subfield code="2">jats</subfield>
  </datafield>
  <datafield tag="950" ind1=" " ind2=" ">
   <subfield code="B">NATIONALLICENCE</subfield>
   <subfield code="P">856</subfield>
   <subfield code="E">40</subfield>
   <subfield code="u">https://doi.org/10.1007/BF01185957</subfield>
   <subfield code="q">text/html</subfield>
   <subfield code="z">Onlinezugriff via DOI</subfield>
  </datafield>
  <datafield tag="950" ind1=" " ind2=" ">
   <subfield code="B">NATIONALLICENCE</subfield>
   <subfield code="P">100</subfield>
   <subfield code="E">1-</subfield>
   <subfield code="a">McClintock</subfield>
   <subfield code="D">Frank</subfield>
   <subfield code="u">Department of Mechanical Engineering, Massachusetts Institute of Technology, 02139, Cambridge, Massachusetts, USA</subfield>
   <subfield code="4">aut</subfield>
  </datafield>
  <datafield tag="950" ind1=" " ind2=" ">
   <subfield code="B">NATIONALLICENCE</subfield>
   <subfield code="P">773</subfield>
   <subfield code="E">0-</subfield>
   <subfield code="t">International Journal of Fracture</subfield>
   <subfield code="d">Kluwer Academic Publishers</subfield>
   <subfield code="g">42/4(1990-04-01), 357-370</subfield>
   <subfield code="x">0376-9429</subfield>
   <subfield code="q">42:4&lt;357</subfield>
   <subfield code="1">1990</subfield>
   <subfield code="2">42</subfield>
   <subfield code="o">10704</subfield>
  </datafield>
  <datafield tag="900" ind1=" " ind2="7">
   <subfield code="a">Metadata rights reserved</subfield>
   <subfield code="b">Springer special CC-BY-NC licence</subfield>
   <subfield code="2">nationallicence</subfield>
  </datafield>
  <datafield tag="898" ind1=" " ind2=" ">
   <subfield code="a">BK010053</subfield>
   <subfield code="b">XK010053</subfield>
   <subfield code="c">XK010000</subfield>
  </datafield>
  <datafield tag="949" ind1=" " ind2=" ">
   <subfield code="B">NATIONALLICENCE</subfield>
   <subfield code="F">NATIONALLICENCE</subfield>
   <subfield code="b">NL-springer</subfield>
  </datafield>
 </record>
</collection>
