000002625 001__ 2625
000002625 005__ 20141118153425.0
000002625 04107 $$acze
000002625 046__ $$k2008-12-04
000002625 100__ $$aStarosolski, W.
000002625 24500 $$aResearch of RC Slab-Column Structures in the Failure Stage

000002625 24630 $$n1.$$p70 Years of FCE STU - Proceedings of the International Scientific Conference
000002625 260__ $$bSlovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008 
000002625 506__ $$arestricted
000002625 520__ $$2eng$$aThis paper presents the results of 2 RC rectangular slab (span of 2,65 m, 0,20 m thick) column (0,40×0,40 m) connections. The bottom slab reinforcement over the column consisted of bars of two types of steel: class A (steel SII – specimen PII/12-1) – low ductility and class C (steel SI – specimen PI/16-1) - high ductility according to EC-2 regulations. Both tested models failed by punching. The maximum capacity of supporting zone in the failure stage were for specimen reinforced with SII steel Fmax,s=386 kN and Fmax,s=445 kN for the model PI/16-1 with SI steel. The calculated capacity Fcal in the failure stage according to Codes [4, 5] were smaller (15% - specimen PI-16-1 and 20% - specimen PII/12-1) than the maximum Fmax,s. Maximum surface loads (over the slab load) in the failure stage were q=5,7 kN/m2 in the specimen PII/16-1 (SI steel) and q=7,3 kN/m2 in the specimen reinforced with high ductility steel SII..

000002625 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002625 653__ $$areinforced concrete, concrete slab, slab-column connections, punching shear, failure stage, steel of low and high ductility, flexural strength, loads (forces), moment distribution, specimens.

000002625 7112_ $$aInternational Scientific Conference 70 Years of FCE STU$$cBratislava (SK)$$d2008-12-04 / 2008-12-05$$gHMC13
000002625 720__ $$aStarosolski, W.$$iKupczyk, R.$$iWieczorek, M.$$iJasiński, R.
000002625 8560_ $$ffischerc@itam.cas.cz
000002625 8564_ $$s957493$$uhttps://invenio.itam.cas.cz/record/2625/files/02_A_Starosolski_Jasinski_Wieczorek_Kupczyk.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002625 962__ $$r2540
000002625 980__ $$aPAPER