000012380 001__ 12380
000012380 005__ 20160816141442.0
000012380 04107 $$aeng
000012380 046__ $$k2016-05-09
000012380 100__ $$aBenko, V.
000012380 24500 $$aEXPERIMENTAL ANALYSIS OF SLENDER HPC COLUMNS AT THE STABILITY FAILURE

000012380 24630 $$n22.$$pEngineering Mechanics 2016
000012380 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Praha
000012380 506__ $$arestricted
000012380 520__ $$2eng$$aThe European standard for design of compressed concrete members allows the use of non-linear calculations. The required reliability within design of slender members subjected to axial force and bending moment is not yet satisfyingly verified and confirmed for cases when the buckling failure precedes the breach in the critical cross-section. In order to verify and compare the reliability of the standard design methods, a comparison with experiment results is necessary. In cooperation with STRABAG Bratislava LTD, the Faculty of Civil Engineering at the Slovak University of Technology in Bratislava, carried out an applied research covering an experimental verification of slender high-performance concrete columns. In the following paper, the authors present the preparation and progress of the third series of experimental verifications for six slender high-performance concrete columns of the concrete strength class C80/95. The reinforcement and shape of the columns together with the initial eccentricity of axial force were designed so that the columns fail due to stability loss before reaching the resistance in the critical cross-section.

000012380 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012380 653__ $$aSlender columns, concrete, stability failure, experiment, reliability

000012380 7112_ $$aEngineering Mechanics 2016$$cSvratka, CZ$$d2016-05-09 / 2016-05-12$$gEM2016
000012380 720__ $$aBenko, V.$$iGúcky, T.$$iKendický, P.$$iČuhák, M.
000012380 8560_ $$ffischerc@itam.cas.cz
000012380 8564_ $$s473224$$uhttps://invenio.itam.cas.cz/record/12380/files/010bo_o_rel.pdf$$yOriginal version of the author's contribution as presented on CD, id 010, section REL.
000012380 962__ $$r12369
000012380 980__ $$aPAPER