000224756 001__ 224756
000224756 005__ 20180317094054.0
000224756 0247_ $$2doi$$a10.1061/9780784479735.048
000224756 020__ $$a978-0-7844-7973-5
000224756 02470 $$2ISI$$a000389435700048
000224756 037__ $$aCONF
000224756 245__ $$aSteel-Concrete Connections by Adhesion, Interlocking, and Friction for Composite Bridges under Cyclic Loading
000224756 260__ $$aNew York$$bASCE$$c2016
000224756 269__ $$a2016
000224756 300__ $$a16
000224756 336__ $$aConference Papers
000224756 520__ $$aThis paper deals with of a new type of steel-concrete connection for composite beams. The connection is an alternative solution for steel-concrete composite bridges suitable for prefabrication and fast erection. The composite action of the beam is established through an innovative shear connection using adhesion, interlocking, and friction. The resistance of the connection to longitudinal shear is based on the development of shear stresses in the confined interfaces that form the connection. The interfaces include a steel-cement grout interface and a rough concrete-cement grout interface. Confinement is provided by the reinforced concrete slab that encloses the connection. This study applies such a connection to composite bridges and investigates resistance to cyclic loadings using experimental tests. The paper presents the analysis of the test results and a design method to predict the connection fatigue resistance.
000224756 700__ $$0240412$$aLebet, Jean-Paul$$g105637$$uEcole Polytech Fed Lausanne, Steel Struct Lab, ICOM, Swiss Fed Inst Technol Lausanne, CH-1015 Lausanne, Switzerland
000224756 700__ $$0243058$$aPapastergiou, Dimitrios$$g178178
000224756 7112_ $$a7th International Conference on Composite Construction in Steel and Concrete$$cNorth Queensland, Australia$$dJuly 28-31, 2013
000224756 720_1 $$aBradford, M$$eed.
000224756 720_1 $$aUy, B$$eed.
000224756 773__ $$q632-647$$tComposite Construction in Steel and Concrete VII
000224756 909CO $$ooai:infoscience.tind.io:224756$$pconf
000224756 909C0 $$0252127$$pICOM$$xU10233
000224756 917Z8 $$x113159
000224756 937__ $$aEPFL-CONF-224756
000224756 973__ $$aEPFL$$rREVIEWED$$sPUBLISHED
000224756 980__ $$aCONF