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sustained loading on the performance of layered wood-concrete composite beams, Journal of Structural Engineering , Vol. 134, No. 3, 2008, pp. 430–439. Fast R. S. Influence of repeated and
The primary aim of the paper is to present a simple method for determining the changes in stiffness of a composite beam. The experimental model was made from wood and plaster boards. It was simply supported beam with a length of 4 m. Accelerations were measured at 24 points along the beam. In either case data for intact and damaged models were acquired. The identification of the damage was done using a code developed by the authors. The vertical mode-shapes were analyzed, so changes in the stiffness could be detected.
. Low-to-high cycle fatigue behavior of wood-concrete composite beams with notched interlayer connections , Pollack Periodica , Vol. 8 , No. 1 , 2013 , pp. 3 – 14 . [5
In this paper the most relevant and an important aspect of the motorway crossings is presented. The composite bridges are, in comparison with steel bridges and concrete bridges, the most proper solution for motorway crossings because they are efficient, the erection time is shorter and the “in situ” operations can be minimized. The attention is focused on general design criteria of these crossings. Fabrication and erection methods have a big influence on the detailed design of the steel structure. The supporting steel members must be designed so that they do not interfere with the placing of concrete slab.
. Low-to-high cycle fatigue behavior of wood-concrete composite beams with notched interlayer connections, Pollack Periodica, An International Journal for Engineering and Information Sciences , Vol. 8, No. 1, 2013, pp. 3
Structures 2009 31 1313 1320 Bujnak J. Global analysis of steel-concrete composite beams
Bujnák J., Furtak K. Investigation on cracks creation and propagation in concrete slab of composite beams, Communications-Scientific Letters of University of Žilina, Vol. 13, No. 3, 2011, pp. 9–13. Furtak K
. 387 463 Kollár, L. P.: Flexural-torsional vibration of open section composite beams with shear deformation. International Journal of Solids and Structures 38 (2000), 7543
] Balogh J. , Fragiacomo M. , Gutkowski R. , Atadero R. , Ivanyi P. Low-to-high cycle fatigue behavior of wood-concrete composite beams with notched interlayer connections , Pollack Periodica , Vol. 8 , No. 1
, 2013 , pp. 4501 ‒ 4509 . [13] Sokol M. , Venglar M. System identification of a composite beam , Pollack Periodica , Vol. 12 , No
