Pregled bibliografske jedinice broj: 1034811
A Short Review of Calculation of Normal and Shear Stresses in a Cantilever Thin-Walled Bar with Asymmetric Open Cross-Section
A Short Review of Calculation of Normal and Shear Stresses in a Cantilever Thin-Walled Bar with Asymmetric Open Cross-Section // CIET 2018 Conference Proceedings / Plazibat, Bože ; Kosanović, Silvana (ur.).
Split: Sveučilišni odjel za stručne studije Sveučilišta u Splitu, 2018. str. P-563 (predavanje, domaća recenzija, cjeloviti rad (in extenso), stručni)
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Naslov
A Short Review of Calculation of Normal and Shear Stresses in a Cantilever Thin-Walled Bar with Asymmetric Open Cross-Section
Autori
Matoković, Ado ; Plazibat, Bože
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), stručni
Izvornik
CIET 2018 Conference Proceedings
/ Plazibat, Bože ; Kosanović, Silvana - Split : Sveučilišni odjel za stručne studije Sveučilišta u Splitu, 2018, P-563
ISBN
978-953-7220-15-0
Skup
3rd international scientific and professional conference Contemporary Issues in Economy & Technology (CIET 2018)
Mjesto i datum
Split, Hrvatska, 01.06.2018. - 02.06.2018
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Domaća recenzija
Ključne riječi
thin-walled bar, open cross-section, restrained warping, normal and shear stresses
Sažetak
A cantilever thin-walled bar with open cross-section is considered in this paper. The thin-walled bar with asymmetric C cross-section loaded by a concentrated force parallel to x-axis at free end is given as an illustrative example. The thin -walled bar is subjected to tension, to bending about two principal cross-section axis and to torsion with restrained warping. Because of that, in an arbitrary point of cross-section contour, normal stresses due to tension, bending and restrained warping including shear stresses that consist of Saint Venant shear component and warping component appear. All geometrical properties of asymmetric C thin-walled cross-section needed for calculation of normal and shear stresses are given in numerical and graphical outputs using the programme package SEKTOR. Distributions of normal and shear stresses over cross-section contour at several sections perpendicular to the x-axis are given. The obtained values are compard with those obtained by means of the finite element method.
Izvorni jezik
Engleski