<?xml version="1.0" encoding="UTF-8"?>
<collection xmlns="http://www.loc.gov/MARC21/slim">
 <record>
  <leader>     caa a22        4500</leader>
  <controlfield tag="001">469124725</controlfield>
  <controlfield tag="003">CHVBK</controlfield>
  <controlfield tag="005">20180323133148.0</controlfield>
  <controlfield tag="007">cr unu---uuuuu</controlfield>
  <controlfield tag="008">170328e19921101xx      s     000 0 eng  </controlfield>
  <datafield tag="024" ind1="7" ind2="0">
   <subfield code="a">10.1007/BF00019749</subfield>
   <subfield code="2">doi</subfield>
  </datafield>
  <datafield tag="035" ind1=" " ind2=" ">
   <subfield code="a">(NATIONALLICENCE)springer-10.1007/BF00019749</subfield>
  </datafield>
  <datafield tag="245" ind1="0" ind2="0">
   <subfield code="a">Integral equation approaches for curved rigid line problem in an infinite plate</subfield>
   <subfield code="h">[Elektronische Daten]</subfield>
   <subfield code="c">[Y. Chen, Norio Hasebe]</subfield>
  </datafield>
  <datafield tag="520" ind1="3" ind2=" ">
   <subfield code="a">Possibilities for formulating the integral equation of the curved rigid line problem in an infinite plate are discussed and summarized. The relation between the obtained integral equations is also analyzed. A solution strategy for one type of the resulting integral equation is proposed. The basic idea is an approximation of the jump function of the resultant force along the rigid line by a polynomial multiplied by a weight function. The zero resultant force condition around the rigid line is thus satisfied automatically, and the Cauchy singular integral involved in the integral equation can be integrated in a closed form. A technique for evaluating the rotation of the rigid line is also investigated. After considering the interaction effect between the curved rigid lines, a system of integral equations for double rigid lines is also proposed. Finally, several numerical examples with the calculated stress signularity coefficients are given.</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">Chen</subfield>
   <subfield code="D">Y.</subfield>
   <subfield code="u">Division of Engineering Mechanics, Jiangsu Institute of Technology, 212013, Zhenjiang, Jiangsu, People's Republic of China</subfield>
   <subfield code="4">aut</subfield>
  </datafield>
  <datafield tag="700" ind1="1" ind2=" ">
   <subfield code="a">Hasebe</subfield>
   <subfield code="D">Norio</subfield>
   <subfield code="u">Department of Civil Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, 466, Nagoya, Japan</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">58/1(1992-11-01), 1-20</subfield>
   <subfield code="x">0376-9429</subfield>
   <subfield code="q">58:1&lt;1</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/BF00019749</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/BF00019749</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">Chen</subfield>
   <subfield code="D">Y.</subfield>
   <subfield code="u">Division of Engineering Mechanics, Jiangsu Institute of Technology, 212013, Zhenjiang, Jiangsu, 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">Hasebe</subfield>
   <subfield code="D">Norio</subfield>
   <subfield code="u">Department of Civil Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, 466, Nagoya, Japan</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">58/1(1992-11-01), 1-20</subfield>
   <subfield code="x">0376-9429</subfield>
   <subfield code="q">58:1&lt;1</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>
