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Review article
https://doi.org/10.13167/2015.10.2

STRESS OF ANGLE SECTION SUBJECTED TO TRANSVERSAL LOADING ACTING OUT OF THE SHEAR CENTER

Filip Anić ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering Osijek
Davorin Penava   ORCID icon orcid.org/0000-0001-7539-4639 ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering Osijek

Fulltext: english, pdf (882 KB) pages 10-21 downloads: 246* cite
APA 6th Edition
Anić, F. & Penava, D. (2015). STRESS OF ANGLE SECTION SUBJECTED TO TRANSVERSAL LOADING ACTING OUT OF THE SHEAR CENTER. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 6 (10), 10-21. https://doi.org/10.13167/2015.10.2
MLA 8th Edition
Anić, Filip and Davorin Penava. "STRESS OF ANGLE SECTION SUBJECTED TO TRANSVERSAL LOADING ACTING OUT OF THE SHEAR CENTER." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 6, no. 10, 2015, pp. 10-21. https://doi.org/10.13167/2015.10.2. Accessed 18 Oct. 2019.
Chicago 17th Edition
Anić, Filip and Davorin Penava. "STRESS OF ANGLE SECTION SUBJECTED TO TRANSVERSAL LOADING ACTING OUT OF THE SHEAR CENTER." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS 6, no. 10 (2015): 10-21. https://doi.org/10.13167/2015.10.2
Harvard
Anić, F., and Penava, D. (2015). 'STRESS OF ANGLE SECTION SUBJECTED TO TRANSVERSAL LOADING ACTING OUT OF THE SHEAR CENTER', Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 6(10), pp. 10-21. https://doi.org/10.13167/2015.10.2
Vancouver
Anić F, Penava D. STRESS OF ANGLE SECTION SUBJECTED TO TRANSVERSAL LOADING ACTING OUT OF THE SHEAR CENTER. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS [Internet]. 2015 [cited 2019 October 18];6(10):10-21. https://doi.org/10.13167/2015.10.2
IEEE
F. Anić and D. Penava, "STRESS OF ANGLE SECTION SUBJECTED TO TRANSVERSAL LOADING ACTING OUT OF THE SHEAR CENTER", Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol.6, no. 10, pp. 10-21, 2015. [Online]. https://doi.org/10.13167/2015.10.2

Abstracts
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.

Keywords
Non-structural elements; angle bar; shear center; torsion; shear resistance

Hrčak ID: 140690

URI
https://hrcak.srce.hr/140690

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