МІЦНІСТЬ ЗАЛІЗОБЕТОННИХ БАЛОК, ПІДСИЛЕНИХ ПОПЕРЕДНЬО НАПРУЖЕНОЮ АРМАТУРОЮ
Journal Title: Вісник Національного університету "Львівська політехніка". Серія "Теорія та практика будівництва" - Year 2017, Vol 0, Issue 877
Abstract
This article describes strengthening normal cross-section of reinforced concrete beams with prestressed reinforcement under load. The samples of RC beam with 2100 mm. length, 100 mm width, and 200 mm height was tested. As beam’s tension reinforcement A500C Ø12 mm rebar was chosen. A240C Ø8 mm rebar was chosen as compressed reinforcement. Transverse reinforcement – A240C Ø8 mm rebar located in the supporting area with step 50–100 mm. Class of the concrete was C32/40. The beams were tested for a pure flexure. The load was added using the hydraulic cell in the thirds of the span. The beams were strengthened using two non- prestressed or prestressed reinforcing bars A500C Ø12 mm. Reinforcing bars were connected with the main beam reinforcement by means of welding using reinforcing bars Ø28 mm. The beams of three series were tested: two beams of the BO series and two beams strengthened with the non-prestressed reinforcing bars at 0,5Mu and two beams strengthened with the prestressed reinforcing bars at 0,5Mcr. All tested beams were destroyed in the central zone. The beams of BO series were destroyed after to the onset of the flow of the beam’s longitudinal reinforcement and with further chipping of the compressive zone of the concrete. The beams of BR and BRR series were destroyed after the flow of the additional prestressed reinforcing bars, further flow of the main reinforcing bars and the destruction of the compressive zone of the concrete. After the tests there is an increase in strength of the reinforced of the beams for 89% and 93%.
Authors and Affiliations
B. Kovalchuk, Ya. Rymar, Z. Blikharskyy, P. Kholod
Keywords
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- EP ID EP284742
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