000021360 001__ 21360
000021360 005__ 20170522124351.0
000021360 04107 $$aeng
000021360 046__ $$k2017-05-15
000021360 100__ $$aLaco, K.
000021360 24500 $$aSHEAR FORCES OF THE APPROACH SLABS OF THE ROAD BRIDGES

000021360 24630 $$n23.$$pEngineering Mechanics 2017
000021360 260__ $$bBrno University of Technology, Institute of Solid Mechanics, Mechatronics and Biomechanics, Brno
000021360 506__ $$arestricted
000021360 520__ $$2eng$$aThe transition zone of the road bridges is located right behind the abutment. Function of this structure is to ease the vehicle transition from the bridge on the rigid support to the embankment with much smaller subsoil stiffness. Very important element of the transition zone structure is the approach slab. It is the reinforced concrete slab, which by its longitudinal span overcomes the uneven settlement of the bridge abutment and the embankment. This paper is focused on the shear forces caused by traffic loads represented by uniform distributed load (UDL) and tandem systems (TS) according to European standards. The results from the model with spring area support are also compared with conservative model.

000021360 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021360 653__ $$aApproach slab, Transition zone, Shear forces, Springs with gap.

000021360 7112_ $$aEngineering Mechanics 2017$$cSvratka, CZ$$d2017-05-15 / 2017-05-18$$gEM2017
000021360 720__ $$aLaco, K.$$iBorzovič, V.
000021360 8560_ $$ffischerc@itam.cas.cz
000021360 8564_ $$s1019351$$uhttps://invenio.itam.cas.cz/record/21360/files/0582.pdf$$yOriginal version of the author's contribution in proceedings, page 582, section REL.
000021360 962__ $$r21225
000021360 980__ $$aPAPER