Ultimate Load of Rectangular Plate
Granično opterećenje pravougaone ploče
Апстракт
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 fractur...e in comparison to the realistic forms of line fracture.
Извор:
Zbornik radova Građevinskog fakulteta, 2015, 31, 309-315Издавач:
- Građevinski fakultet, Subotica
Напомена:
- Zbornik radova Građevinskog fakulteta
Колекције
Институција/група
GraFarTY - 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 . .