000016044 001__ 16044
000016044 005__ 20161115135336.0
000016044 04107 $$aeng
000016044 046__ $$k2013-06-12
000016044 100__ $$aPlevris, V.
000016044 24500 $$aDesign of RC Sections in the Ultimate Limit State Under Bending and Axial Force According To Ec2

000016044 24630 $$n34.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000016044 260__ $$bNational Technical University of Athens, 2013
000016044 506__ $$arestricted
000016044 520__ $$2eng$$aIn the imminent future the design of concrete structures in Europe will be governed by the application of Eurocode 2 (EC2). In particular, EC2 – Part 1-1 [1] deals with the general rules and rules for concrete buildings. An important aspect of the design is specifying the necessary tensile (and compressive, if needed) steel reinforcement required for a Reinforced Concrete (RC) section, in order to ensure that the RC member will be able to resist the design loads. According to EC2-Part 1-1 three different simplified diagrams for the stress-strain behavior of concrete for RC sections design can be assumed: (a) the equivalent rectangular stress block, (b) the parabolic-rectangular stress-strain relation and (c) the bi-linear stress-strain relation as a simplification of the parabolic-rectangular case. In this study the three approaches suggested by EC2-Part 1-1 are investigated for the design of rectangular RC crosssections with tensile steel reinforcement to resist loading due to bending moment and axial force. The tensile strength of concrete is neglected and concrete is supposed to work only in compression. For each case analytical relations are extracted in detail with a step-by-step detailed procedure, the relevant assumptions are highlighted and results for four beam design examples are finally presented.

000016044 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000016044 653__ $$aReinforced Concrete, RC, Section, Design, Eurocode, Reinforcement.

000016044 7112_ $$aCOMPDYN 2013 - 4th International Thematic Conference$$cIsland of Kos (GR)$$d2013-06-12 / 2013-06-14$$gCOMPDYN2013
000016044 720__ $$aPlevris, V.$$iPapazafeiropoulos, G.$$iPapadrakakis, M.
000016044 8560_ $$ffischerc@itam.cas.cz
000016044 8564_ $$s1033032$$uhttps://invenio.itam.cas.cz/record/16044/files/2159.pdf$$yOriginal version of the author's contribution as presented on CD, section: CD-RS 17 REINFORCED CONCRETE STRUCTURES
.
000016044 962__ $$r15525
000016044 980__ $$aPAPER