Izvorni znanstveni članak

https://doi.org/10.13167/2019.18.4

NUMERICAL ANALYSIS OF REINFORCED CONCRETE BEAM IN TWO-DIMENSIONAL FORM

Besim Demirović orcid.org/0000-0002-4171-2608 ; University of Tuzla, Faculty of Mining Geology and Civil Engineering, Associate professor
Nedim Osmić ; University of Tuzla, Faculty of Mining Geology and Civil Engineering

Sažetak

This paper presents a numerical analysis of a reinforced concrete beam in which the concrete and reinforcement are above the yield strength of the material. Further, the procedure for determining the relationship between the cross-sectional forces and the deformations of the layered cross-section of a rod is described. For a short rod with reduced stiffness of the EI and EA cross-sections, a stiffness matrix with variable members is formed. The applicability of the proposed analysis method for the material nonlinearity in a beam calculation is demonstrated through a numerical example. The aim of the present paper is to show the flow of plastification and the load-deformation of the system nodes. Finally, the results of the manual deformation calculation system are compared with the results from SCIA software.

Ključne riječi

numerical analysis; material non-linearity; reinforced concrete beam; stiffness matrix

Hrčak ID:

222865

URI

https://hrcak.srce.hr/222865

Datum izdavanja:

2.7.2019.

Posjeta: 680 *