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https://doi.org/10.17559/TV-20151027225413

New stress-strain model for concrete at high temperatures

Nenad Stojković ; College of Applied Technical Sciences in Niš, Aleksandra Medvedeva 20, 18000 Niš, Serbia
Dragan Perić ; College of Applied Technical Sciences in Niš, Aleksandra Medvedeva 20, 18000 Niš, Serbia
Dragoslav Stojić ; University of Niš, Faculty for Civil Engineering and Architecture, Aleksandra Medvedeva 14, 18000 Niš, Serbia
Nemanja Marković ; University of Niš, Faculty for Civil Engineering and Architecture, Aleksandra Medvedeva 14, 18000 Niš, Serbia

Puni tekst: engleski, pdf (931 KB) str. 863-868 preuzimanja: 780* citiraj
APA 6th Edition
Stojković, N., Perić, D., Stojić, D. i Marković, N. (2017). New stress-strain model for concrete at high temperatures. Tehnički vjesnik, 24 (3), 863-868. https://doi.org/10.17559/TV-20151027225413
MLA 8th Edition
Stojković, Nenad, et al. "New stress-strain model for concrete at high temperatures." Tehnički vjesnik, vol. 24, br. 3, 2017, str. 863-868. https://doi.org/10.17559/TV-20151027225413. Citirano 30.11.2021.
Chicago 17th Edition
Stojković, Nenad, Dragan Perić, Dragoslav Stojić i Nemanja Marković. "New stress-strain model for concrete at high temperatures." Tehnički vjesnik 24, br. 3 (2017): 863-868. https://doi.org/10.17559/TV-20151027225413
Harvard
Stojković, N., et al. (2017). 'New stress-strain model for concrete at high temperatures', Tehnički vjesnik, 24(3), str. 863-868. https://doi.org/10.17559/TV-20151027225413
Vancouver
Stojković N, Perić D, Stojić D, Marković N. New stress-strain model for concrete at high temperatures. Tehnički vjesnik [Internet]. 2017 [pristupljeno 30.11.2021.];24(3):863-868. https://doi.org/10.17559/TV-20151027225413
IEEE
N. Stojković, D. Perić, D. Stojić i N. Marković, "New stress-strain model for concrete at high temperatures", Tehnički vjesnik, vol.24, br. 3, str. 863-868, 2017. [Online]. https://doi.org/10.17559/TV-20151027225413
Puni tekst: hrvatski, pdf (931 KB) str. 863-868 preuzimanja: 228* citiraj
APA 6th Edition
Stojković, N., Perić, D., Stojić, D. i Marković, N. (2017). Novi model za opisivanje krivulje naprezanje-deformacija betona pri povišenim temperaturama. Tehnički vjesnik, 24 (3), 863-868. https://doi.org/10.17559/TV-20151027225413
MLA 8th Edition
Stojković, Nenad, et al. "Novi model za opisivanje krivulje naprezanje-deformacija betona pri povišenim temperaturama." Tehnički vjesnik, vol. 24, br. 3, 2017, str. 863-868. https://doi.org/10.17559/TV-20151027225413. Citirano 30.11.2021.
Chicago 17th Edition
Stojković, Nenad, Dragan Perić, Dragoslav Stojić i Nemanja Marković. "Novi model za opisivanje krivulje naprezanje-deformacija betona pri povišenim temperaturama." Tehnički vjesnik 24, br. 3 (2017): 863-868. https://doi.org/10.17559/TV-20151027225413
Harvard
Stojković, N., et al. (2017). 'Novi model za opisivanje krivulje naprezanje-deformacija betona pri povišenim temperaturama', Tehnički vjesnik, 24(3), str. 863-868. https://doi.org/10.17559/TV-20151027225413
Vancouver
Stojković N, Perić D, Stojić D, Marković N. Novi model za opisivanje krivulje naprezanje-deformacija betona pri povišenim temperaturama. Tehnički vjesnik [Internet]. 2017 [pristupljeno 30.11.2021.];24(3):863-868. https://doi.org/10.17559/TV-20151027225413
IEEE
N. Stojković, D. Perić, D. Stojić i N. Marković, "Novi model za opisivanje krivulje naprezanje-deformacija betona pri povišenim temperaturama", Tehnički vjesnik, vol.24, br. 3, str. 863-868, 2017. [Online]. https://doi.org/10.17559/TV-20151027225413

Sažetak
Concrete is one of the most widely used materials in civil engineering structures. Extremely high temperatures can seriously damage the concrete structure, leading to degradation of its mechanical properties. Considering high temperatures in civil engineering applications is strongly connected with the fire scenarios in which temperatures in concrete can reach 1000 °C. For using computer software for analysis of the reinforced concrete structures, it is essential to formulate constitutive stress-strain models of steel and concrete, which can be done using fundamental approach or by fitting curves to experimental data. In this paper, new stress-strain model was proposed using the two-parameter equation for fitting curves to experimental data. Verification of the model is done using experimental results available in the literature for temperatures up to 800 °C. Comparison with the models available in the literature was provided. The new model showed better agreement with experimental results, especially for the temperatures higher than 500 °C.

Ključne riječi
concrete; high temperature; stress-strain curve

Hrčak ID: 183048

URI
https://hrcak.srce.hr/183048

[hrvatski]

Posjeta: 1.392 *