000012421 001__ 12421
000012421 005__ 20160816141444.0
000012421 04107 $$aeng
000012421 046__ $$k2016-05-09
000012421 100__ $$aHrušovská, A.
000012421 24500 $$aTHE USAGE OF SMOOTH OPEN-SHAPED PROFILED SHEET IN A COMPOSITE STEEL-CONCRETE SLAB

000012421 24630 $$n22.$$pEngineering Mechanics 2016
000012421 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Praha
000012421 506__ $$arestricted
000012421 520__ $$2eng$$aThe steel-concrete composite slabs are often used as an alternative to monolithic concrete slabs due to the time and money savings. The trapezoidal sheets are used not only as a permanent shuttering, but can also constitute a tension reinforcement for positive bending. Design of composite slabs is regulated in Eurocode 4. The calculation of longitudinal shear resistance is very complex and can be determined only by testing on large scale samples to establish coefficients describing specific type of profiled sheeting. The usage of a smooth open-shaped profiled steel sheet is not involved in the Eurocode 4 although those sheet kinds are widely sold steel sheets worldwide. The research of smooth sheets, their interaction with concrete and a combination with end anchorages are therefore necessary. In this article we will describe the design of composite slabs with smooth open-shaped trapezoidal sheets and end anchorages, and the experimental verification on three large scale samples.

000012421 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012421 653__ $$aComposite, Slab, Sheet, Smooth, Anchorage

000012421 7112_ $$aEngineering Mechanics 2016$$cSvratka, CZ$$d2016-05-09 / 2016-05-12$$gEM2016
000012421 720__ $$aHrušovská, A.$$iGramblička, Š.
000012421 8560_ $$ffischerc@itam.cas.cz
000012421 8564_ $$s583069$$uhttps://invenio.itam.cas.cz/record/12421/files/051bo_o_rel.pdf$$yOriginal version of the author's contribution as presented on CD, id 051, section REL.
000012421 962__ $$r12369
000012421 980__ $$aPAPER