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010   $a3-319-13686-0
024 7 $a10.1007/978-3-319-13686-8
035   $a(CKB)3710000000324630
035   $a(EBL)1968642
035   $a(OCoLC)908090246
035   $a(SSID)ssj0001408011
035   $a(PQKBManifestationID)11901081
035   $a(PQKBTitleCode)TC0001408011
035   $a(PQKBWorkID)11410070
035   $a(PQKB)11779534
035   $a(DE-He213)978-3-319-13686-8
035   $a(MiAaPQ)EBC1968642
035   $a(PPN)183154169
035   $a(EXLCZ)993710000000324630
100   $a20141227d2015      u|         0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 10$aOn Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete /$fby Estefanía Cuenca
205   $a1st ed. 2015.
210  1$aCham :$cSpringer International Publishing :$cImprint: Springer,$d2015.
215   $a1 online resource (221 p.)
225 1 $aSpringer Theses, Recognizing Outstanding Ph.D. Research,$x2190-5053
300   $aDescription based upon print version of record.
311   $a3-319-13685-2 
320   $aIncludes bibliographical references.
327   $aIntroduction and objectives -- Literature survey on shear in frc beams -- Experimental tests -- Shear database  -- Conclusions and Recommendations.
330   $aThis book sheds light on the shear behavior of Fiber Reinforced Concrete (FRC) elements, presenting a thorough analysis of the most important studies in the field and highlighting their shortcomings and issues that have been neglected to date. Instead of proposing a new formula, which would add to an already long list, it instead focuses on existing design codes. Based on a comparison of experimental tests, it provides a thorough analysis of these codes, describing both their reliability and weaknesses. Among other issues, the book addresses the influence of flange size on shear, and the possible inclusion of the flange factor in design formulas. Moreover, it reports in detail on tests performed on beams made of concrete of different compressive strengths, and on fiber reinforcements to study the influence on shear, including size effects. Lastly, the book presents a thorough analysis of FRC hollow core slabs. In fact, although this is an area of great interest in the current research landscape, it remains largely unexplored due to the difficulties encountered in attempting to fit transverse reinforcement in these elements.
410  0$aSpringer Theses, Recognizing Outstanding Ph.D. Research,$x2190-5053
606   $aStructural materials
606   $aBuilding materials
606   $aEngineering design
606   $aStructural Materials$3https://scigraph.springernature.com/ontologies/product-market-codes/Z11000
606   $aBuilding Materials$3https://scigraph.springernature.com/ontologies/product-market-codes/T23047
606   $aEngineering Design$3https://scigraph.springernature.com/ontologies/product-market-codes/T17020
615  0$aStructural materials.
615  0$aBuilding materials.
615  0$aEngineering design.
615 14$aStructural Materials.
615 24$aBuilding Materials.
615 24$aEngineering Design.
676   $a620.0042
676   $a620.11
676   $a691
700   $aCuenca$b Estefanía$4aut$4http://id.loc.gov/vocabulary/relators/aut$0918888
906   $aBOOK
912   $a9910298610403321
996   $aOn Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete$92060852
997   $aUNINA