Cracking analysis of RC beam

Žemaitis, Evaldas

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/229469

Cracking analysis of RC beam

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje Lietuvos konferencijos medžiagoje / Article in peer-reviewed Lithuanian conference proceedings (P1f)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

Author(s)

Title

Cracking analysis of RC beam

[en]

Is part of

19-osios Lietuvos jaunujų mokslininkų konferencijos „Mokslas – Lietuvos ateitis“ teminė konferencija Civilinė inžinerija ir geodezija, 2016 m. kovo 25 d. Vilnius : [straipsnių rinkinys] = Proceedings of the 19th conference for junior researchers „Science – Future of Lithuania“ „Civil engineering and geodesy“, 25 March, 2016, Vilnius, Lithuania

Published In

Year	Article No.	Start Page	End Page
2016	kk.2016.014	1	5

Publisher

Vilnius : Vilniaus Gedimino technikos universitetas

Extent

p. 1-5

URI

URI
https://hdl.handle.net/20.500.14911/229469

Cited references

Keywords (en)

Abstract (en)

Cracking is an essential characteristic of reinforced concrete structures behavior, aesthetical view, service life and its control is a significant case. This paper describes the simple experiment in the laboratory. Subject of the experiment was a reinforced concrete beam with shear reinforcement tested on bending load. RC beam subjected to short-term loading. During the experiment was analyzed stress and strain state. The proposed model has been implemented in a finite elements software ATENA and the results obtained from numerical simulations were compared with the experimental result. The beam was fully instrumented to measure mid span deflection. In this paper are presented load – displacement diagram obtained from finite element program and experiment.