Određivanje in-situ koeficijenta trenja i imperfekcije kablova za prednaprezanje
Determination of the in situ coefficient of friction and imperfection of prestressing cables
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Приказ свих података о документуАпстракт
Prestressing structural elements allows an increase in the spans of reinforced concrete structures. In the design and dimensioning of prestressed reinforced concrete structures it is necessary to know, that is to adopt a number of parameters which are empirically determined. Determining the level of the tension force of the cables is of primary importance for prestressed structures. The level of tensioning force, in addition to other parameters, greatly depends on the friction coefficient of cables and the imperfection coefficient of execution. These coefficients are defined by standards for the design or by the manufacturer of the prestressing system. The coefficients are defined in wide ranges, while for the design, the knowledge of the most accurate values is necessary in order to obtain a good design and cheaper structures. Through experimental work in-situ the range of the values of the coefficient of friction of cables is determined and compared with ranges defined by the standar...d.
Кључне речи:
prestressing / coefficient of friction / coefficient of imperfectionИзвор:
Građevinski materijali i konstrukcije, 2017, 60, 49-56Колекције
Институција/група
GraFarTY - JOUR AU - Bojović, Dragan AU - Aranđelović, Bojan AU - Janković, Ksenija AU - Senić, Aleksandar AU - Stojanović, Marko PY - 2017 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2666 AB - Prestressing structural elements allows an increase in the spans of reinforced concrete structures. In the design and dimensioning of prestressed reinforced concrete structures it is necessary to know, that is to adopt a number of parameters which are empirically determined. Determining the level of the tension force of the cables is of primary importance for prestressed structures. The level of tensioning force, in addition to other parameters, greatly depends on the friction coefficient of cables and the imperfection coefficient of execution. These coefficients are defined by standards for the design or by the manufacturer of the prestressing system. The coefficients are defined in wide ranges, while for the design, the knowledge of the most accurate values is necessary in order to obtain a good design and cheaper structures. Through experimental work in-situ the range of the values of the coefficient of friction of cables is determined and compared with ranges defined by the standard. T2 - Građevinski materijali i konstrukcije T1 - Određivanje in-situ koeficijenta trenja i imperfekcije kablova za prednaprezanje T1 - Determination of the in situ coefficient of friction and imperfection of prestressing cables EP - 56 SP - 49 VL - 60 DO - 10.5937/grmk1702049B ER -
@article{ author = "Bojović, Dragan and Aranđelović, Bojan and Janković, Ksenija and Senić, Aleksandar and Stojanović, Marko", year = "2017", abstract = "Prestressing structural elements allows an increase in the spans of reinforced concrete structures. In the design and dimensioning of prestressed reinforced concrete structures it is necessary to know, that is to adopt a number of parameters which are empirically determined. Determining the level of the tension force of the cables is of primary importance for prestressed structures. The level of tensioning force, in addition to other parameters, greatly depends on the friction coefficient of cables and the imperfection coefficient of execution. These coefficients are defined by standards for the design or by the manufacturer of the prestressing system. The coefficients are defined in wide ranges, while for the design, the knowledge of the most accurate values is necessary in order to obtain a good design and cheaper structures. Through experimental work in-situ the range of the values of the coefficient of friction of cables is determined and compared with ranges defined by the standard.", journal = "Građevinski materijali i konstrukcije", title = "Određivanje in-situ koeficijenta trenja i imperfekcije kablova za prednaprezanje, Determination of the in situ coefficient of friction and imperfection of prestressing cables", pages = "56-49", volume = "60", doi = "10.5937/grmk1702049B" }
Bojović, D., Aranđelović, B., Janković, K., Senić, A.,& Stojanović, M.. (2017). Određivanje in-situ koeficijenta trenja i imperfekcije kablova za prednaprezanje. in Građevinski materijali i konstrukcije, 60, 49-56. https://doi.org/10.5937/grmk1702049B
Bojović D, Aranđelović B, Janković K, Senić A, Stojanović M. Određivanje in-situ koeficijenta trenja i imperfekcije kablova za prednaprezanje. in Građevinski materijali i konstrukcije. 2017;60:49-56. doi:10.5937/grmk1702049B .
Bojović, Dragan, Aranđelović, Bojan, Janković, Ksenija, Senić, Aleksandar, Stojanović, Marko, "Određivanje in-situ koeficijenta trenja i imperfekcije kablova za prednaprezanje" in Građevinski materijali i konstrukcije, 60 (2017):49-56, https://doi.org/10.5937/grmk1702049B . .