theoretical researches of strength of reinforced concrete beams strengthened under load with reinforced concrete ring D. Dubizhanskyy, Z. Blikhars’kyy Experimental- ЕКСПЕРИМЕНТАЛЬНО-ТЕОРЕТИЧНІ ДОСЛІДЖЕННЯ МІЦНОСТІ ТА ДЕФОРМАТИВНОСТІ ЗАЛІЗОБЕТОННИХ БАЛОК,

Used glass from white bottles was prepared in two ways: as a cement component (by grinding with previously burned Portland clinker) and as a concrete component in the

tussen het vloeigedrag van de mengsels met 17 t/m 20% bitumen werd echter bij een vloei van meer dan 22 cm niet geconstateerd: de vloei- tijd voor deze mengsels bij 25 cm

Power function relationship between the averaged depth and bankfull discharge in estuary with different depth conditions: (a) observed depth; (b) hydraulic depth; (c) regime depth;

Dzień Guzika Dzień Misia Dzień Kredki Dzień Listonosza Dzień Poczty Dzień Uśmiechu Dzień Kropki Mieszkańcy Łąki Karty pracy o grillu Karty pracy o dynii Karty pracy o Polsce

The steel pipe reinforce beam stiff- ness after cracking stage is larger than the stiffness of equivalent beams reinforced with rebars because of the large stiffness of steel

Debonding problems and solutions to those problems were illustrated using the example of a composite material attached to the outer surface of concrete in the shear zone

In this article the results of experimental investigations of reinforced concrete (RC) beams on the shear strength are presented. Tests are performed by the

The test was carried out on three pipes made of a single batch of concrete and reinforced in the same way. The test was made at Civil Engineering,