000725002 000__ 03143cam\a2200481Ii\4500
000725002 001__ 725002
000725002 005__ 20230306140507.0
000725002 006__ m\\\\\o\\d\\\\\\\\
000725002 007__ cr\cn\nnnunnun
000725002 008__ 150105s2015\\\\sz\a\\\\ob\\\\000\0\eng\d
000725002 019__ $$a903974140$$a908090246
000725002 020__ $$a9783319136868$$qelectronic book
000725002 020__ $$a3319136860$$qelectronic book
000725002 020__ $$z9783319136851
000725002 0247_ $$a10.1007/978-3-319-13686-8$$2doi
000725002 035__ $$aSP(OCoLC)ocn899211366
000725002 035__ $$aSP(OCoLC)899211366$$z(OCoLC)903974140$$z(OCoLC)908090246
000725002 040__ $$aN$T$$beng$$erda$$epn$$cN$T$$dGW5XE$$dCOO$$dYDXCP$$dN$T$$dIDEBK$$dE7B$$dCDX$$dEBLCP$$dVLB
000725002 049__ $$aISEA
000725002 050_4 $$aTA444$$b.C84 2015eb
000725002 08204 $$a620.137$$223
000725002 1001_ $$aCuenca, Estefanía,$$eauthor.
000725002 24510 $$aOn shear behavior of structural elements made of steel fiber reinforced concrete$$h[electronic resource] /$$cEstefanía Cuenca.
000725002 264_1 $$aCham :$$bSpringer,$$c2015.
000725002 300__ $$a1 online resource (xx, 209 pages) :$$billustrations (some color).
000725002 336__ $$atext$$btxt$$2rdacontent
000725002 337__ $$acomputer$$bc$$2rdamedia
000725002 338__ $$aonline resource$$bcr$$2rdacarrier
000725002 4901_ $$aSpringer Theses,$$x2190-5053
000725002 500__ $$a"Doctoral thesis accepted by Universitat Politècnica de Valéncia, Spain."
000725002 504__ $$aIncludes bibliographical references.
000725002 5050_ $$aIntroduction and objectives -- Literature survey on shear in frc beams -- Experimental tests -- Shear database -- Conclusions and Recommendations.
000725002 506__ $$aAccess limited to authorized users.
000725002 520__ $$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.
000725002 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed January 14, 2015).
000725002 650_0 $$aFiber-reinforced concrete$$xCracking.
000725002 650_0 $$aShear (Mechanics)
000725002 77608 $$iPrint version:$$z9783319136851
000725002 830_0 $$aSpringer theses.
000725002 852__ $$bebk
000725002 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-319-13686-8$$zOnline Access$$91397441.1
000725002 909CO $$ooai:library.usi.edu:725002$$pGLOBAL_SET
000725002 980__ $$aEBOOK
000725002 980__ $$aBIB
000725002 982__ $$aEbook
000725002 983__ $$aOnline
000725002 994__ $$a92$$bISE