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Pregledni rad
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

Puni tekst: engleski, pdf (882 KB) str. 10-21 preuzimanja: 246* citiraj
APA 6th Edition
Anić, F. i 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 i 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, br. 10, 2015, str. 10-21. https://doi.org/10.13167/2015.10.2. Citirano 16.10.2019.
Chicago 17th Edition
Anić, Filip i 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, br. 10 (2015): 10-21. https://doi.org/10.13167/2015.10.2
Harvard
Anić, F., i 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), str. 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 [pristupljeno 16.10.2019.];6(10):10-21. https://doi.org/10.13167/2015.10.2
IEEE
F. Anić i 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, br. 10, str. 10-21, 2015. [Online]. https://doi.org/10.13167/2015.10.2

Sažetak
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.

Ključne riječi
Non-structural elements; angle bar; shear center; torsion; shear resistance

Hrčak ID: 140690

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

Posjeta: 353 *