Dergi makalesi Açık Erişim

Experimental investigation on reinforced concrete slabs strengthened with carbon textiles under repeated impact loads

Batarlar, Baturay; Hering, Marcus; Bracklow, Franz; Kuehn, Tino; Beckmann, Birgit; Curbach, Manfred


MARC21 XML

<?xml version='1.0' encoding='UTF-8'?>
<record xmlns="http://www.loc.gov/MARC21/slim">
  <leader>00000nam##2200000uu#4500</leader>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">Hering, Marcus</subfield>
    <subfield code="u">Tech Univ Dresden, Inst Concrete Struct, Dresden, Germany</subfield>
  </datafield>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">Bracklow, Franz</subfield>
    <subfield code="u">Tech Univ Dresden, Inst Concrete Struct, Dresden, Germany</subfield>
  </datafield>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">Kuehn, Tino</subfield>
    <subfield code="u">Tech Univ Dresden, Inst Concrete Struct, Dresden, Germany</subfield>
  </datafield>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">Beckmann, Birgit</subfield>
    <subfield code="u">Tech Univ Dresden, Inst Concrete Struct, Dresden, Germany</subfield>
  </datafield>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="a">Curbach, Manfred</subfield>
    <subfield code="u">Tech Univ Dresden, Inst Concrete Struct, Dresden, Germany</subfield>
  </datafield>
  <datafield tag="909" ind1="C" ind2="4">
    <subfield code="p">STRUCTURAL CONCRETE</subfield>
  </datafield>
  <datafield tag="980" ind1=" " ind2=" ">
    <subfield code="a">user-tubitak-destekli-proje-yayinlari</subfield>
  </datafield>
  <datafield tag="540" ind1=" " ind2=" ">
    <subfield code="a">Creative Commons Attribution</subfield>
    <subfield code="u">http://www.opendefinition.org/licenses/cc-by</subfield>
  </datafield>
  <datafield tag="024" ind1=" " ind2=" ">
    <subfield code="a">10.1002/suco.201900319</subfield>
    <subfield code="2">doi</subfield>
  </datafield>
  <datafield tag="245" ind1=" " ind2=" ">
    <subfield code="a">Experimental investigation on reinforced concrete slabs strengthened with carbon textiles under repeated impact loads</subfield>
  </datafield>
  <datafield tag="100" ind1=" " ind2=" ">
    <subfield code="a">Batarlar, Baturay</subfield>
  </datafield>
  <datafield tag="909" ind1="C" ind2="O">
    <subfield code="o">oai:zenodo.org:9339</subfield>
    <subfield code="p">user-tubitak-destekli-proje-yayinlari</subfield>
  </datafield>
  <datafield tag="650" ind1="1" ind2="7">
    <subfield code="2">opendefinition.org</subfield>
    <subfield code="a">cc-by</subfield>
  </datafield>
  <datafield tag="260" ind1=" " ind2=" ">
    <subfield code="c">2020-01-01</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="u">https://aperta.ulakbim.gov.trrecord/9339/files/bib-dd23b070-14ae-4d69-92db-80d8c9df3b67.txt</subfield>
    <subfield code="z">md5:a7214ad5c8d03cb04b555309cec19e3f</subfield>
    <subfield code="s">225</subfield>
  </datafield>
  <datafield tag="542" ind1=" " ind2=" ">
    <subfield code="l">open</subfield>
  </datafield>
  <controlfield tag="005">20210315071201.0</controlfield>
  <controlfield tag="001">9339</controlfield>
  <datafield tag="980" ind1=" " ind2=" ">
    <subfield code="a">publication</subfield>
    <subfield code="b">article</subfield>
  </datafield>
  <datafield tag="520" ind1=" " ind2=" ">
    <subfield code="a">This study presents the performance of carbon textile reinforcement used as strengthening layers for reinforced concrete (RC) slabs under repeated impact loads. In order to reveal the contribution of carbon textile reinforcement to the behavior of RC slabs under impacts, five identical RC slabs with the dimensions of 1.5 mx1.5 mx0.20m were manufactured and tested at the Technische Universitat Dresden. To understand failure mechanisms of RC slabs under impact loadings, two specimens were kept unstrengthened and tested under different impact velocities. The rest of the specimens was strengthened with three different carbon textile reinforcements embedded in an additional 2 cm fine-grained concrete layer and subjected to impact loads with the same striker velocity. The results observed from the tests revealed that the carbon textile reinforcement is very effective at increasing the impact capacities of the specimens. Additionally, displacement-time histories and crack profiles are highly affected due to the carbon textile reinforcement types and ratios during the impact loadings.</subfield>
  </datafield>
</record>
37
3
görüntülenme
indirilme
Görüntülenme 37
İndirme 3
Veri hacmi 675 Bytes
Tekil görüntülenme 37
Tekil indirme 3

Alıntı yap