<?xml version="1.0" encoding="UTF-8"?>
<collection xmlns="http://www.loc.gov/MARC21/slim">
 <record>
  <leader>     caa a22        4500</leader>
  <controlfield tag="001">465740898</controlfield>
  <controlfield tag="003">CHVBK</controlfield>
  <controlfield tag="005">20180323111808.0</controlfield>
  <controlfield tag="007">cr unu---uuuuu</controlfield>
  <controlfield tag="008">170327e19901001xx      s     000 0 eng  </controlfield>
  <datafield tag="024" ind1="7" ind2="0">
   <subfield code="a">10.1007/BF00036274</subfield>
   <subfield code="2">doi</subfield>
  </datafield>
  <datafield tag="035" ind1=" " ind2=" ">
   <subfield code="a">(NATIONALLICENCE)springer-10.1007/BF00036274</subfield>
  </datafield>
  <datafield tag="245" ind1="0" ind2="0">
   <subfield code="a">Photoelastic and theoretical analyses of cracked frames</subfield>
   <subfield code="h">[Elektronische Daten]</subfield>
   <subfield code="c">[S. Abdel-Salam, M. El-Haddad]</subfield>
  </datafield>
  <datafield tag="520" ind1="3" ind2=" ">
   <subfield code="a">Photoelastic and theoretical analyses have been carried out to investigate the effect of cracks on the behaviour of two hinged portal frames subjected to two symmetrical vertical concentrated loads. The distribution of internal shear and normal stresses are obtained at different sections at various crack depth ratio. Also, values of stress intensity factor are obtained based on the measured local stress values. Based on the present result, an increase in normal stresses occurred at sections far from the crack location and a decrease in stresses occurred at sections close to the crack location. This is due to the fact that a redistribution in internal forces occurred due to crack presence. It is also noticed that a localized shear stress is created in a pure bending zone due to crack presence, the size of this zone is increased as crack size increased. Good agreement is obtained between experimental and theoretical results.</subfield>
  </datafield>
  <datafield tag="540" ind1=" " ind2=" ">
   <subfield code="a">Kluwer Academic Publishers, 1990</subfield>
  </datafield>
  <datafield tag="700" ind1="1" ind2=" ">
   <subfield code="a">Abdel-Salam</subfield>
   <subfield code="D">S.</subfield>
   <subfield code="u">Department of Structural Engineering, Zagazig University, Egypt</subfield>
   <subfield code="4">aut</subfield>
  </datafield>
  <datafield tag="700" ind1="1" ind2=" ">
   <subfield code="a">El-Haddad</subfield>
   <subfield code="D">M.</subfield>
   <subfield code="u">Department of Structural Engineering, Cairo University, Egypt</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">45/4(1990-10-01), 311-321</subfield>
   <subfield code="x">0376-9429</subfield>
   <subfield code="q">45:4&lt;311</subfield>
   <subfield code="1">1990</subfield>
   <subfield code="2">45</subfield>
   <subfield code="o">10704</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2="0">
   <subfield code="u">https://doi.org/10.1007/BF00036274</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/BF00036274</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">Abdel-Salam</subfield>
   <subfield code="D">S.</subfield>
   <subfield code="u">Department of Structural Engineering, Zagazig University, Egypt</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">El-Haddad</subfield>
   <subfield code="D">M.</subfield>
   <subfield code="u">Department of Structural Engineering, Cairo University, Egypt</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">45/4(1990-10-01), 311-321</subfield>
   <subfield code="x">0376-9429</subfield>
   <subfield code="q">45:4&lt;311</subfield>
   <subfield code="1">1990</subfield>
   <subfield code="2">45</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>
