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  <title>SP 261-9  Shear Friction of Reinforced Self-Compacting Concrete Members</title>
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 <name type="Personal Name" authority="">
  <namePart>Desnerck, P</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <name type="Personal Name" authority="">
  <namePart>Schutter,  G.De</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
  </role>
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  <namePart>Taerwe, L</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
  </role>
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  <place>
   <placeTerm type="text">USA</placeTerm>
  </place>
  <publisher>American Concrete Institute</publisher>
  <dateIssued>2009</dateIssued>
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  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <extent>133-145p: Illus.; 25 cm</extent>
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  <titleInfo/>
  <title>Recent Advances in Concrete Technology and Sustainability Issues Proceedings Tenth ACI International Conference Seville, Spain October 2009</title>
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 <note>Aggregate interlock along inclined cracks is one of the basic mechanisms which contributes to the shear resistance of reinforced concrete members. In self-compacting-concrete (SCC) the amount of coarse aggregates is lower than in conventional vibrated concrete (CVC). This different grading could have an influence on the aggregate interlock. To study this effect, push-off tests are carried out. The shear plane of the specimen is crossed by steel bars resulting in reinforcement ratios ranging between 0.45 and 2.68%. It follows that the experimentally determined shear friction of self-compacting concrete is slightly higher than the shear friction of CVC. However, the vertical displacement corresponding with the ultimate shear strength is larger.&#13;
LOKASI:&#13;
Ruang Koleksi Umum&#13;
Rak: 5</note>
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  <topic>CONCRETE</topic>
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 <classification>666.9 (063)</classification>
 <identifier type="isbn">9780870313349</identifier>
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  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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