Sažetak: Oplate kontrolirane propusnosti (engl. Controlled Permeability Formwork, CPF) sastoje se od vlaknaste membrane koja upija višak vode i zraka iz površinskog sloja betona. Samim time, vodocementni omjer površinskog, zaštitnog sloja betona ostaje manji u odnosu na preostali presjek betonskog elementa. Cilj ispitivanja je odrediti utjecaj dvije različite vrste CPF oplate na mehanička i trajnosna svojstva zaštitnog sloja betona. Tijekom ispitivanja varirana je debljina zaštitnog sloja betona (3 i 5 cm) te se oplata ponovno koristila nakon što je pripremljena prva grupa uzoraka, kako bi se razmotrila mogućnost višestrukog korištenja CPF oplata. Tijekom rada ispitivana su sljedeća mehanička i trajnosna svojstva: brzina ultrazvuka, indeks sklerometra, čvrstoća prianjanja, plinopropusnost i kapilarno upijanje. Svojstva zaštitnog sloja betonskih elemenata pripremljenih u CPF oplatama uspoređena su sa svojstvima zaštitnog sloja betonskog elementa pripremljenog u običnoj oplati.
As speed limits and traffic on city roads continue to increase, collisions between road vehicles and bridge columns are becoming more common. Current regulations analyze collision with one major simplification: replacing dynamic action with the equivalent static force. In the present paper, we develop a numerical model of a typical Croatian overpass and loaded it with an equivalent static load according to the EN1991-7 and ASSHTO LRFD provisions, analyzing the differences in overpass behavior between them. We compared this to a simplified dynamic analysis, which assumed the impact forces to be impulse loads. Protection measures can be installed around bridge columns that reduce the probability of vehicle collision and open possibilities for reducing collision forces.
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