prikaz prve stranice dokumenta Stress of angle section subjected to transversal loading acting out of the shear center
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Scientific paper - Review paper
Stress of angle section subjected to transversal loading acting out of the shear center
E-GFOS, 6 (2015), 10; 10-21. https://doi.org/10.13167/2015.10.2
Anić, Filip; Penava, Davorin

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Anić, F. & Penava, D. (2015). Stress of angle section subjected to transversal loading acting out of the shear center. E-GFOS, 6. (10), 10-21. doi: 10.13167/2015.10.2

Anić, Filip and Davorin Penava. "Stress of angle section subjected to transversal loading acting out of the shear center." E-GFOS, vol. 6, no. 10, 2015, pp. 10-21. https://doi.org/10.13167/2015.10.2

Anić, Filip and Davorin Penava. "Stress of angle section subjected to transversal loading acting out of the shear center." E-GFOS 6, no. 10 (2015): 10-21. https://doi.org/10.13167/2015.10.2

Anić, F. and Penava, D. (2015) 'Stress of angle section subjected to transversal loading acting out of the shear center', E-GFOS, 6(10), pp. 10-21. doi: 10.13167/2015.10.2

Anić F, Penava D. Stress of angle section subjected to transversal loading acting out of the shear center. E-GFOS [Internet]. 2015 July [cited 2024 December 22];6(10):10-21. doi: 10.13167/2015.10.2

F. Anić and D. Penava, "Stress of angle section subjected to transversal loading acting out of the shear center", E-GFOS, vol. 6, no. 10, pp. 10-21, July 2015. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:613192. [Accessed: 22 December 2024]

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Metadata
Title (english)Stress of angle section subjected to transversal loading acting out of the shear center
Title (croatian)Naprezanja kutnog profila uslijed djelovanja poprečne sile van centra posmika
AuthorFilip Anić
AuthorDavorin Penava
Author's institutionJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
Angle or L-section bars are commonly used as non-structural elements in modern buildings, such as carriers of massive and expensive glass walls. While they are commonly loaded with shear forces, they can nonetheless be subjected to significant torsion, which occurs from loading outside the shear center, and can be omitted. This omission may result in lack of shear bearing capacity. Shear and additional normal stresses were investigated due to torsion and without one. Analytical calculations in the linear-elastic domain showed a significant increase in shear stresses due to torsion. In addition, we compared the results with numerical models to test the accuracy of the analytical calculations and the suitability of numerical models.
Abstract (croatian)
Kutne ili L profile primjenjujemo najčešće kao nekonstrukcijske elemente, naprimjer pri gradnji nosača teških i skupocjenih staklenih stijena. Pritom oni, iako izloženi isključivo poprečnom opterećenju, mogu biti pod značajnim utjecajem St. Venantovog uvijanja koje nastaje zbog djelovanja van centra posmika, a koje se može previdjeti. Posljedica toga može biti nedovoljna nosivost na posmik. Istražena su posmična te dodatno normalna naprezanja u slučaju s i bez uvijanja. Analitički proračuni u linearno-elastičnom području pokazali su značajan utjecaj uvijanja na razinu posmičnih naprezanja. Rezultati su dodatno uspoređeni s rezultatima numeričkih proračuna radi provjere točnosti i prikladnosti.
Keywords (english)
Keywords (croatian)
Languageenglish
Publication typeScientific paper - Review paper
Publication statusPublished
Peer reviewPeer review
Publication versionPublished version
Journal titleE-GFOS
Numberingvol. 6, no. 10, pp. 10-21
e-ISSN1847-8948
DOIhttps://doi.org/10.13167/2015.10.2
URN:NBNurn:nbn:hr:133:613192
Publication2015-07
Document URLhttp://hrcak.srce.hr/140690
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivs 3.0 Unported (CC BY-NC-ND 3.0) icon
Created on2018-01-09 12:45:15