000223604 001__ 223604
000223604 005__ 20190117192125.0
000223604 0247_ $$2doi$$a10.1002/suco.201500175
000223604 02470 $$2ISI$$a000390245100009
000223604 037__ $$aARTICLE
000223604 245__ $$aPunching shear tests on compact footings with uniform soil pressure
000223604 269__ $$a2016
000223604 260__ $$aSuisse$$bStructural Concrete$$c2016
000223604 300__ $$a15
000223604 336__ $$aJournal Articles
000223604 520__ $$aPunching shear is usually the governing failure criterion for the select ion of the depth of reinforced concrete footings. Despite the fact that large experimental programmes have been performed in the past aimed at the punching strength of slender flat slabs, only a few experimental campaigns on full-scale compact reinforced concrete footings can be found in the literature. In this paper, the results of an experimental programme including 8 reinforced concrete footings with a nominal thickness of 550 mm is presented. These experiments investigated the influence of the column size, member slenderness and the presence of compression and shear reinforcement. The test s were performed using an innovative test setup to ensure a uniform soil pressure. The experimental results show that the slenderness influences the punching shear strength as well as the effectiveness of the shear reinforcement. It is also experimentally shown that an important interaction amongst bending and shear occurs for high levels of shear forces near the column (typical case of compact footings or members with large amounts of shear reinforcement). Different continuous measurements recorded during the experimental tests allow a complete description of the kinematics and strains at failure. On that basis, experimental evidence is obtained showing that crushing of the concrete struts near the column is the phenomenon that triggers the punching failure of compact footings.
000223604 6531_ $$aarmature de poinçonnement
000223604 6531_ $$acomportement statique
000223604 6531_ $$apoinçonnement
000223604 6531_ $$arésistance
000223604 6531_ $$arésultat d’essais
000223604 6531_ $$apunching shear reinforcement
000223604 6531_ $$astructural behaviour
000223604 6531_ $$apunching
000223604 6531_ $$aresistance
000223604 6531_ $$atest result
000223604 700__ $$aSimões, Joâo T.
000223604 700__ $$aBujnak, Jan
000223604 700__ $$aFernández Ruiz, Miguel
000223604 700__ $$0240411$$aMuttoni, Aurelio$$g133346
000223604 773__ $$jn° 4$$q603-617$$tStructural Concrete
000223604 8564_ $$s2016707$$uhttps://infoscience.epfl.ch/record/223604/files/file-223604.pdf$$yn/a$$zn/a
000223604 909C0 $$0252126$$pIBETON$$xU10235
000223604 909CO $$ooai:infoscience.tind.io:223604$$particle$$pENAC
000223604 937__ $$aEPFL-ARTICLE-223604
000223604 970__ $$aSimoes16a/IBETON
000223604 973__ $$aEPFL$$rREVIEWED$$sPUBLISHED
000223604 980__ $$aARTICLE