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Analysis of Joints Between Precast Segments of Slender Bridge Structures
 Velešík, Marek ; Nečas, Radim
Slender bridge structures, such as stress ribbon bridges and suspension bridges, are frequently constructed by precast segments. However, the joints between the precast segments are a source of discontinuities and can be critical in terms of the service life of these structures. An experiment was therefore designed to investigate the behaviour of the joints between the precast segments in service state in more detail. A closer investigation of these structural details can refine approaches to numerical modelling of these structures. The thesis also includes a study of the effect of centreline kinking in Midas Civil software.
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