RT Journal Article
SR Electronic
A1 Jalairov, Assylkhan
A1 Kumar, Dauren
A1 Kassymkanova, Khaini-Kamal
A1 Nuruldaeva, Gulzhan
A1 Imankulova, Arailym
T1 Structural Behavior of Prestressed Concrete Bridge Girder with Monolithic Joint
JF Communications - Scientific Letters of the University of Zilina
YR 2022
VO 24
IS 4
SP D150
OP D159
DO 10.26552/com.C.2022.4.D150-D159
UL https://komunikacie.uniza.sk/artkey/csl-202204-0001.php
AB The paper presents the results of a test on a composite bridge girder of a length of 42.0 m, which was performed to assess its resistance, stiffness and crack resistance. Composite reinforced concrete beam with three blocks is joined by the two monolithic joints. When testing a beam with monolithic joint in terms of stiffness, crack resistance and strength, a load of 943.5 kN was achieved without cracking, which is 26.8 % higher than the required one.