TY  - CONF
AU  - Lazić, Žarko
AU  - Kostadinović Vranešević, Kristina
AU  - Koneski, Zoran
AU  - Stanojević, Jovica
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1287
AB  - Calculation of cross section forces reinforced concrete slab, in practice often is done according to the Theory of elasticity(ТЕ). In cases where the dimensioning section should be done according to the theory of critical load then the solution static actions, at the moment just before the break, should be find from the inelastic solutions. Methods for the calculation of reinforced concrete structures at the time of failure, developed to date are based on the solutions of Theory of plasticity(ТP). In this connection, with a reinforced concrete slab, the paper describes the particular case, which concerns the formation of the plastic hinge line, known as the Yield line theory(YL). With in the (YL)are described kinematic and static theorem. For examples of simply supported and fixed reinforced concrete slabs are defined upper and lower load limit value. In the software package Sofistik there are analyzed examples of reinforced concrete plate in the form of defining the shape line fracture in comparison to the realistic forms of line fracture.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova Građevinskog fakulteta
T1  - Ultimate Load of Rectangular Plate
T1  - Granično opterećenje pravougaone ploče
EP  - 315
SP  - 309
VL  - 31
DO  - 10.14415/konferencijaGFS2015.039
ER  - 

@conference{
author = "Lazić, Žarko and Kostadinović Vranešević, Kristina and Koneski, Zoran and Stanojević, Jovica",
year = "2015",
abstract = "Calculation of cross section forces reinforced concrete slab, in practice often is done according to the Theory of elasticity(ТЕ). In cases where the dimensioning section should be done according to the theory of critical load then the solution static actions, at the moment just before the break, should be find from the inelastic solutions. Methods for the calculation of reinforced concrete structures at the time of failure, developed to date are based on the solutions of Theory of plasticity(ТP). In this connection, with a reinforced concrete slab, the paper describes the particular case, which concerns the formation of the plastic hinge line, known as the Yield line theory(YL). With in the (YL)are described kinematic and static theorem. For examples of simply supported and fixed reinforced concrete slabs are defined upper and lower load limit value. In the software package Sofistik there are analyzed examples of reinforced concrete plate in the form of defining the shape line fracture in comparison to the realistic forms of line fracture.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova Građevinskog fakulteta",
title = "Ultimate Load of Rectangular Plate, Granično opterećenje pravougaone ploče",
pages = "315-309",
volume = "31",
doi = "10.14415/konferencijaGFS2015.039"
}

Lazić, Ž., Kostadinović Vranešević, K., Koneski, Z.,& Stanojević, J.. (2015). Ultimate Load of Rectangular Plate. in Zbornik radova Građevinskog fakulteta
Građevinski fakultet, Subotica., 31, 309-315.
https://doi.org/10.14415/konferencijaGFS2015.039

Lazić Ž, Kostadinović Vranešević K, Koneski Z, Stanojević J. Ultimate Load of Rectangular Plate. in Zbornik radova Građevinskog fakulteta. 2015;31:309-315.
doi:10.14415/konferencijaGFS2015.039 .

Lazić, Žarko, Kostadinović Vranešević, Kristina, Koneski, Zoran, Stanojević, Jovica, "Ultimate Load of Rectangular Plate" in Zbornik radova Građevinskog fakulteta, 31 (2015):309-315,
https://doi.org/10.14415/konferencijaGFS2015.039 . .