Improving of the railway overpass calculation model on the basis of experimental results
Štrukelj, Andrej, 1962- ; Vilar Štrukelj, Ljuba
Železniški nadvoz na Ptuju je bil zgrajen po tehnologiji narivanja celotne konstrukcije pod železniško progo, po kateri je ves čas gradnje neovirano potekal železniški promet. Kljub majhnemu razponu ...pa je bila zahtevana obremenilna preizkušnja. Med obremenilno preizkušnjo so bili izmerjeni vertikalni pomiki in specifične deformacije v sredini razpona ter posedki podpor. Nadvoz je bil statično in dinamično obremenjen z najtežjo razpoložljivo lokomotivo. Dobljeni merski rezultati se niso ujemali z računskimi rezultati projektnega teama. Ker je bila pazljivo spremljana kvaliteta vgrajenih materialov, pa tudi dela so bila izvedena kvalitetno, je obstajal sum, da ta model konstrukcije ni bil pravilno izbran.
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