000012767 001__ 12767
000012767 005__ 20160920162645.0
000012767 04107 $$aeng
000012767 046__ $$k2016-09-05
000012767 100__ $$aLantsoght, E.O.L.
000012767 24500 $$aModeling of symmetrically and asymmetrically loaded reinforced concrete slabs

000012767 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012767 260__ $$bTaylor and Francis Group, London, UK
000012767 506__ $$arestricted
000012767 520__ $$2eng$$aFor the assessment of existing structures and the design of new structures, it is important to have a good understanding of the flow of forces, here applied to reinforced concrete solid slabs. Two analytical methods are used: finite element models with 3D solid elements and a plasticity-based model that is suitable for hand calculations, the Modified Bond Model. The slabs that are modeled are half-scale models of reinforced concrete solid slab bridges. As the Eurocode live load model prescribes more heavily loaded trucks in the first lane, the load model is asymmetric. For the finite element models, limited use is made of the redistribution capacity of the slab. For the Modified Bond Model, the influence of torsion and the edge effect need to be taken into account. The results of these studies improve the current stateof-the-art for analysis and design of reinforced concrete slabs.

000012767 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012767 653__ $$a

000012767 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012767 720__ $$aLantsoght, E.O.L.$$iBoer, A. de$$iVeen, C. van der
000012767 8560_ $$ffischerc@itam.cas.cz
000012767 8564_ $$s1018074$$uhttps://invenio.itam.cas.cz/record/12767/files/215.pdf$$yOriginal version of the author's contribution as presented on CD, 215.pdf.
000012767 962__ $$r12552
000012767 980__ $$aPAPER