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https://doi.org/10.14256/JCE.802.2012

Influence of contact stresses on bearing capacity of traditional stone columns

Josip Atalić
Mario Uroš
Marta Šavor

Puni tekst: engleski, pdf (2 MB) str. 0-0 preuzimanja: 440* citiraj
APA 6th Edition
Atalić, J., Uroš, M. i Šavor, M. (2012). Influence of contact stresses on bearing capacity of traditional stone columns. Građevinar, 64 (11.), 0-0. https://doi.org/10.14256/JCE.802.2012
MLA 8th Edition
Atalić, Josip, et al. "Influence of contact stresses on bearing capacity of traditional stone columns." Građevinar, vol. 64, br. 11., 2012, str. 0-0. https://doi.org/10.14256/JCE.802.2012. Citirano 01.11.2020.
Chicago 17th Edition
Atalić, Josip, Mario Uroš i Marta Šavor. "Influence of contact stresses on bearing capacity of traditional stone columns." Građevinar 64, br. 11. (2012): 0-0. https://doi.org/10.14256/JCE.802.2012
Harvard
Atalić, J., Uroš, M., i Šavor, M. (2012). 'Influence of contact stresses on bearing capacity of traditional stone columns', Građevinar, 64(11.), str. 0-0. https://doi.org/10.14256/JCE.802.2012
Vancouver
Atalić J, Uroš M, Šavor M. Influence of contact stresses on bearing capacity of traditional stone columns. Građevinar [Internet]. 2012 [pristupljeno 01.11.2020.];64(11.):0-0. https://doi.org/10.14256/JCE.802.2012
IEEE
J. Atalić, M. Uroš i M. Šavor, "Influence of contact stresses on bearing capacity of traditional stone columns", Građevinar, vol.64, br. 11., str. 0-0, 2012. [Online]. https://doi.org/10.14256/JCE.802.2012
Puni tekst: hrvatski, pdf (2 MB) str. 891-903 preuzimanja: 450* citiraj
APA 6th Edition
Atalić, J., Uroš, M. i Šavor, M. (2012). Utjecaj kontaktnih naprezanja na tradicijski kameni stup. Građevinar, 64 (11.), 891-903. https://doi.org/10.14256/JCE.802.2012
MLA 8th Edition
Atalić, Josip, et al. "Utjecaj kontaktnih naprezanja na tradicijski kameni stup." Građevinar, vol. 64, br. 11., 2012, str. 891-903. https://doi.org/10.14256/JCE.802.2012. Citirano 01.11.2020.
Chicago 17th Edition
Atalić, Josip, Mario Uroš i Marta Šavor. "Utjecaj kontaktnih naprezanja na tradicijski kameni stup." Građevinar 64, br. 11. (2012): 891-903. https://doi.org/10.14256/JCE.802.2012
Harvard
Atalić, J., Uroš, M., i Šavor, M. (2012). 'Utjecaj kontaktnih naprezanja na tradicijski kameni stup', Građevinar, 64(11.), str. 891-903. https://doi.org/10.14256/JCE.802.2012
Vancouver
Atalić J, Uroš M, Šavor M. Utjecaj kontaktnih naprezanja na tradicijski kameni stup. Građevinar [Internet]. 2012 [pristupljeno 01.11.2020.];64(11.):891-903. https://doi.org/10.14256/JCE.802.2012
IEEE
J. Atalić, M. Uroš i M. Šavor, "Utjecaj kontaktnih naprezanja na tradicijski kameni stup", Građevinar, vol.64, br. 11., str. 891-903, 2012. [Online]. https://doi.org/10.14256/JCE.802.2012

Sažetak
Traditional stone columns, built by linking the base, body of column and capital with a dowel in the column axis, are often characterized by typical cracks in connection zones that are continuously propagating. Despite numerous retrofit, this cracking can not be stopped, which points to an intrinsic defect. A systematic study involving a number of numerical models of variable complexity, and laboratory testing of quasi-real size samples, was initiated In order to determine the cause of the problem. Some results describing typical behaviour of columns are presented in the paper.

Ključne riječi
eccentrically loaded connection; stress concentration; laboratory tests; numerical analysis

Hrčak ID: 93589

URI
https://hrcak.srce.hr/93589

[hrvatski]

Posjeta: 1.067 *