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Original scientific paper
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

Fulltext: english, pdf (2 MB) pages 0-0 downloads: 438* cite
APA 6th Edition
Atalić, J., Uroš, M. & 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, no. 11., 2012, pp. 0-0. https://doi.org/10.14256/JCE.802.2012. Accessed 21 Oct. 2020.
Chicago 17th Edition
Atalić, Josip, Mario Uroš and Marta Šavor. "Influence of contact stresses on bearing capacity of traditional stone columns." Građevinar 64, no. 11. (2012): 0-0. https://doi.org/10.14256/JCE.802.2012
Harvard
Atalić, J., Uroš, M., and Šavor, M. (2012). 'Influence of contact stresses on bearing capacity of traditional stone columns', Građevinar, 64(11.), pp. 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 [cited 2020 October 21];64(11.):0-0. https://doi.org/10.14256/JCE.802.2012
IEEE
J. Atalić, M. Uroš and M. Šavor, "Influence of contact stresses on bearing capacity of traditional stone columns", Građevinar, vol.64, no. 11., pp. 0-0, 2012. [Online]. https://doi.org/10.14256/JCE.802.2012
Fulltext: croatian, pdf (2 MB) pages 891-903 downloads: 447* cite
APA 6th Edition
Atalić, J., Uroš, M. & 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, no. 11., 2012, pp. 891-903. https://doi.org/10.14256/JCE.802.2012. Accessed 21 Oct. 2020.
Chicago 17th Edition
Atalić, Josip, Mario Uroš and Marta Šavor. "Utjecaj kontaktnih naprezanja na tradicijski kameni stup." Građevinar 64, no. 11. (2012): 891-903. https://doi.org/10.14256/JCE.802.2012
Harvard
Atalić, J., Uroš, M., and Šavor, M. (2012). 'Utjecaj kontaktnih naprezanja na tradicijski kameni stup', Građevinar, 64(11.), pp. 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 [cited 2020 October 21];64(11.):891-903. https://doi.org/10.14256/JCE.802.2012
IEEE
J. Atalić, M. Uroš and M. Šavor, "Utjecaj kontaktnih naprezanja na tradicijski kameni stup", Građevinar, vol.64, no. 11., pp. 891-903, 2012. [Online]. https://doi.org/10.14256/JCE.802.2012

Abstracts
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.

Keywords
eccentrically loaded connection; stress concentration; laboratory tests; numerical analysis

Hrčak ID: 93589

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

[croatian]

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