<?xml version="1.0" encoding="UTF-8"?>
<collection xmlns="http://www.loc.gov/MARC21/slim">
 <record>
  <leader>     caa a22        4500</leader>
  <controlfield tag="001">469124806</controlfield>
  <controlfield tag="003">CHVBK</controlfield>
  <controlfield tag="005">20180323133148.0</controlfield>
  <controlfield tag="007">cr unu---uuuuu</controlfield>
  <controlfield tag="008">170328e19921201xx      s     000 0 eng  </controlfield>
  <datafield tag="024" ind1="7" ind2="0">
   <subfield code="a">10.1007/BF00015619</subfield>
   <subfield code="2">doi</subfield>
  </datafield>
  <datafield tag="035" ind1=" " ind2=" ">
   <subfield code="a">(NATIONALLICENCE)springer-10.1007/BF00015619</subfield>
  </datafield>
  <datafield tag="245" ind1="0" ind2="3">
   <subfield code="a">An effective numerical method for an interfacial crack in a finite bi-material plate</subfield>
   <subfield code="h">[Elektronische Daten]</subfield>
   <subfield code="c">[C. Woo, Y. Wang, Y. Cheung]</subfield>
  </datafield>
  <datafield tag="520" ind1="3" ind2=" ">
   <subfield code="a">In this paper an effective numerical method is presented for analyzing the stress intensity factors associated with the stress field near a partially debonded interface in a finite bi-material plate. The strees functions are assumed such that they can represent the stress singularity at the crack tips, satisfying not only the equilibrium equations in the domain, but also the stress and displacement conditions on the crack surfaces and across the interface. Therefore, only the boundary conditions of the plate need be considered, and they can be satisfied approximately by the Boundary Collocation Method. Numerical examples demonstrated that the proposed method gives satisfactory results and has many advantages compared to other methods.</subfield>
  </datafield>
  <datafield tag="540" ind1=" " ind2=" ">
   <subfield code="a">Kluwer Academic Publishers, 1992</subfield>
  </datafield>
  <datafield tag="700" ind1="1" ind2=" ">
   <subfield code="a">Woo</subfield>
   <subfield code="D">C.</subfield>
   <subfield code="u">Department of Mechanical Engineering, University of Hong Kong, Hong Kong</subfield>
   <subfield code="4">aut</subfield>
  </datafield>
  <datafield tag="700" ind1="1" ind2=" ">
   <subfield code="a">Wang</subfield>
   <subfield code="D">Y.</subfield>
   <subfield code="u">Department of Mechanics, Huazhong University of Science and Technology, Wuhan, People's Republic of China</subfield>
   <subfield code="4">aut</subfield>
  </datafield>
  <datafield tag="700" ind1="1" ind2=" ">
   <subfield code="a">Cheung</subfield>
   <subfield code="D">Y.</subfield>
   <subfield code="u">Department of Civil and Structural Engineering, University of Hong Kong, Hong Kong</subfield>
   <subfield code="4">aut</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">58/3(1992-12-01), 259-271</subfield>
   <subfield code="x">0376-9429</subfield>
   <subfield code="q">58:3&lt;259</subfield>
   <subfield code="1">1992</subfield>
   <subfield code="2">58</subfield>
   <subfield code="o">10704</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2="0">
   <subfield code="u">https://doi.org/10.1007/BF00015619</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/BF00015619</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">700</subfield>
   <subfield code="E">1-</subfield>
   <subfield code="a">Woo</subfield>
   <subfield code="D">C.</subfield>
   <subfield code="u">Department of Mechanical Engineering, University of Hong Kong, Hong Kong</subfield>
   <subfield code="4">aut</subfield>
  </datafield>
  <datafield tag="950" ind1=" " ind2=" ">
   <subfield code="B">NATIONALLICENCE</subfield>
   <subfield code="P">700</subfield>
   <subfield code="E">1-</subfield>
   <subfield code="a">Wang</subfield>
   <subfield code="D">Y.</subfield>
   <subfield code="u">Department of Mechanics, Huazhong University of Science and Technology, Wuhan, People's Republic of China</subfield>
   <subfield code="4">aut</subfield>
  </datafield>
  <datafield tag="950" ind1=" " ind2=" ">
   <subfield code="B">NATIONALLICENCE</subfield>
   <subfield code="P">700</subfield>
   <subfield code="E">1-</subfield>
   <subfield code="a">Cheung</subfield>
   <subfield code="D">Y.</subfield>
   <subfield code="u">Department of Civil and Structural Engineering, University of Hong Kong, Hong Kong</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">58/3(1992-12-01), 259-271</subfield>
   <subfield code="x">0376-9429</subfield>
   <subfield code="q">58:3&lt;259</subfield>
   <subfield code="1">1992</subfield>
   <subfield code="2">58</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>
