Abstract
Experimental and theoretical research oriented on the influence of the time factor to limit states of damaged and then reinforced beams by the strengthening slab. In experiments there were performed two types of contact - reinforced contact (beams ST) "damaged beam / strengthening slab", respectively unreinforced contact with geometric indented modification (beams Z). Both types are based on rules EC2 for short-term load. The results are compared with short-term tests of both types of contact. In long-term studies, we have used as comparative values results for unreinforced beams (beams LTL-n). In both cases the creep coefficients are set for the following variables - total deflection a (tot), and the deflections a (sh) of shear, and the a (fl) the bending moment, the shear deformation γ, curvature ρ. All tests were carried out at the level of loading γ = 0.50. The determining of the creep coefficients was based on the experimental deformation of the fictitious truss system, which have been processed by Williot-Mohr translocation patterns. The results form the input values for the experimental elements in repetitive loading at the same level load.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
