000012750 001__ 12750
000012750 005__ 20160920162643.0
000012750 04107 $$aeng
000012750 046__ $$k2016-09-05
000012750 100__ $$aBruwer, C.P.C.
000012750 24500 $$aComparison of theoretical to experimental load bearing resistance of composite slabs

000012750 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012750 260__ $$bTaylor and Francis Group, London, UK
000012750 506__ $$arestricted
000012750 520__ $$2eng$$aReinforced concrete structures can be strengthened by externally bonding steel plates to the concrete surface in tension creating a composite structural element. This paper compares the theoretically calculated flexural resistance of composite structural slabs to the experimentally tested results. The test results of full scale experimental composite slabs are presented, loaded by either a point load at mid span or point loads at third spans mimicking a uniformly distributed load. The following variations in the composite slabs are considered: (1) number of bonded steel plates (2) width of the bonded steel plates (3) thickness of the bonded steel plates.

000012750 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012750 653__ $$a

000012750 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012750 720__ $$aBruwer, C.P.C.
000012750 8560_ $$ffischerc@itam.cas.cz
000012750 8564_ $$s707902$$uhttps://invenio.itam.cas.cz/record/12750/files/198.pdf$$yOriginal version of the author's contribution as presented on CD, 198.pdf.
000012750 962__ $$r12552
000012750 980__ $$aPAPER