<?xml version="1.0" encoding="UTF-8"?>
<collection xmlns="http://www.loc.gov/MARC21/slim">
 <record>
  <leader>02207nab a2200253 i 4500</leader>
  <controlfield tag="001">acta77869</controlfield>
  <controlfield tag="005">20230713103958.0</controlfield>
  <controlfield tag="008">221214s2022    hu      o     0||   eng d</controlfield>
  <datafield tag="022" ind1=" " ind2=" ">
   <subfield code="a">2064-7964</subfield>
  </datafield>
  <datafield tag="024" ind1="7" ind2=" ">
   <subfield code="a">10.14232/analecta.2022.1.42-49</subfield>
   <subfield code="2">doi</subfield>
  </datafield>
  <datafield tag="040" ind1=" " ind2=" ">
   <subfield code="a">SZTE Egyetemi Kiadványok Repozitórium</subfield>
   <subfield code="b">hun</subfield>
  </datafield>
  <datafield tag="041" ind1=" " ind2=" ">
   <subfield code="a">eng</subfield>
  </datafield>
  <datafield tag="100" ind1="1" ind2=" ">
   <subfield code="a">Pop Vasile Marius</subfield>
  </datafield>
  <datafield tag="245" ind1="1" ind2="0">
   <subfield code="a">Evaluating the severity of transverse cracks in beam-like structures by using an energy loss method</subfield>
   <subfield code="h">[elektronikus dokumentum] /</subfield>
   <subfield code="c"> Pop Vasile Marius</subfield>
  </datafield>
  <datafield tag="260" ind1=" " ind2=" ">
   <subfield code="a">University of Szeged, Faculty of Engineering</subfield>
   <subfield code="b">Szeged</subfield>
   <subfield code="c">2022</subfield>
  </datafield>
  <datafield tag="300" ind1=" " ind2=" ">
   <subfield code="a">42-49</subfield>
  </datafield>
  <datafield tag="490" ind1="0" ind2=" ">
   <subfield code="a">Analecta technica Szegedinensia</subfield>
   <subfield code="v">16 No. 1</subfield>
  </datafield>
  <datafield tag="520" ind1="3" ind2=" ">
   <subfield code="a">Over functioning time, structures can be affected by multiple types of damages caused by fatigue, improper production methods, or exceeding loads. The current paper describes a method for evaluating the severity of transverse cracks that are present in beam-like structures based on changes in the natural frequencies. Because the presence of damage has a negative impact on the energy that a beam can store in the affected section, it is possible to find the influence of the crack on any other position along the beam, considering the stored normalized energy in that location. The technique is based on a mathematical relationship that provides the exact solution to the frequency changes of the bending vibration modes, considering two terms. The first term is related to the tensile energy stored in the beam, and the second term considers the increase of flexibility due to cracks, for this reason, damage assessment is performed in two stages; first, the location of the crack is found and then an assessment of its severity is performed. In this study, the aim is to test the developed method for estimating the severity of transverse cracks for different sections and lengths of beams.</subfield>
  </datafield>
  <datafield tag="650" ind1=" " ind2="4">
   <subfield code="a">Műszaki és technológiai tudományok</subfield>
  </datafield>
  <datafield tag="650" ind1=" " ind2="4">
   <subfield code="a">Villamosmérnöki és informatikai tudományok</subfield>
  </datafield>
  <datafield tag="700" ind1="0" ind2="1">
   <subfield code="a">Cristian Tufisi</subfield>
   <subfield code="e">aut</subfield>
  </datafield>
  <datafield tag="700" ind1="0" ind2="1">
   <subfield code="a">Gillich Gilbert Rainer</subfield>
   <subfield code="e">aut</subfield>
  </datafield>
  <datafield tag="700" ind1="0" ind2="1">
   <subfield code="a">Burtea Daniela Georgiana</subfield>
   <subfield code="e">aut</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2="0">
   <subfield code="u">http://acta.bibl.u-szeged.hu/77869/1/engineering_2022_001_042-049.pdf</subfield>
   <subfield code="z">Dokumentum-elérés </subfield>
  </datafield>
 </record>
</collection>
