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Three-dimensional model of a prestressed tie

Mirela Galić
Željana Nikolić
Pavao Marović

Puni tekst: hrvatski, pdf (725 KB) str. 271-280 preuzimanja: 576* citiraj
APA 6th Edition
Galić, M., Nikolić, Ž. i Marović, P. (2006). Trodimenzijski numerički model prednapete natege. Građevinar, 58 (04.), 271-280. Preuzeto s
MLA 8th Edition
Galić, Mirela, et al. "Trodimenzijski numerički model prednapete natege." Građevinar, vol. 58, br. 04., 2006, str. 271-280. Citirano 25.11.2020.
Chicago 17th Edition
Galić, Mirela, Željana Nikolić i Pavao Marović. "Trodimenzijski numerički model prednapete natege." Građevinar 58, br. 04. (2006): 271-280.
Galić, M., Nikolić, Ž., i Marović, P. (2006). 'Trodimenzijski numerički model prednapete natege', Građevinar, 58(04.), str. 271-280. Preuzeto s: (Datum pristupa: 25.11.2020.)
Galić M, Nikolić Ž, Marović P. Trodimenzijski numerički model prednapete natege. Građevinar [Internet]. 2006 [pristupljeno 25.11.2020.];58(04.):271-280. Dostupno na:
M. Galić, Ž. Nikolić i P. Marović, "Trodimenzijski numerički model prednapete natege", Građevinar, vol.58, br. 04., str. 271-280, 2006. [Online]. Dostupno na: [Citirano: 25.11.2020.]

Basic notions of numerical modelling of prestressed ties, as used in the analysis of spatial prestressed reinforced-concrete structures, are presented. The ties are modelled by one-dimensional curvilinear elements contained in a three-dimensional finite element of concrete. The model developed in this way is entered in the PRECON3D program. The use of the model is presented through numerical examples, and its validity is checked by comparing the results with numerical and experimental results taken from literature.

Ključne riječi
prestressed tie; numerical modelling; spatial structure; three-dimensional model; curvilinear finite elements

Hrčak ID: 6955



Posjeta: 864 *