Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section

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Izvoz citacije: ABNT
ANDJELIĆ, Nina .
Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section. 
Strojniški vestnik - Journal of Mechanical Engineering, [S.l.], v. 57, n.1, p. 69-77, june 2018. 
ISSN 0039-2480.
Available at: <https://www.sv-jme.eu/sl/article/nonlinear-approach-to-thin-walled-beams-with-a-symmetrical-open-section/>. Date accessed: 24 sep. 2020. 
doi:http://dx.doi.org/10.5545/sv-jme.2008.061.
Andjelić, N.
(2011).
Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section.
Strojniški vestnik - Journal of Mechanical Engineering, 57(1), 69-77.
doi:http://dx.doi.org/10.5545/sv-jme.2008.061
@article{sv-jmesv-jme.2008.061,
	author = {Nina  Andjelić},
	title = {Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {57},
	number = {1},
	year = {2011},
	keywords = {general sectorial coordinates; curvilinear open sections; thin-walled beams; stresses},
	abstract = {The principle of virtual work is applied to thin-walled beams with a cross-section with the middle line of an arbitrary curvilinear shape and with a continuously varying thickness. Six equilibrium equations and a seventh one related to the constrained torsion are derived taking into account general sectorial coordinates. The obtained relations are applied to structural elements with one longitudinal plane of symmetry with the shape similar to real turbine blades. All geometrical characteristics are calculated for one structural element with a modified cross-section shape. It has been shown that it is not recommendable to neglect the influence of secondary effects.},
	issn = {0039-2480},	pages = {69-77},	doi = {10.5545/sv-jme.2008.061},
	url = {https://www.sv-jme.eu/sl/article/nonlinear-approach-to-thin-walled-beams-with-a-symmetrical-open-section/}
}
Andjelić, N.
2011 June 57. Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section. Strojniški vestnik - Journal of Mechanical Engineering. [Online] 57:1
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%T Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section
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%! Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section
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%X The principle of virtual work is applied to thin-walled beams with a cross-section with the middle line of an arbitrary curvilinear shape and with a continuously varying thickness. Six equilibrium equations and a seventh one related to the constrained torsion are derived taking into account general sectorial coordinates. The obtained relations are applied to structural elements with one longitudinal plane of symmetry with the shape similar to real turbine blades. All geometrical characteristics are calculated for one structural element with a modified cross-section shape. It has been shown that it is not recommendable to neglect the influence of secondary effects.
%U https://www.sv-jme.eu/sl/article/nonlinear-approach-to-thin-walled-beams-with-a-symmetrical-open-section/
%0 Journal Article
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%J Strojniški vestnik - Journal of Mechanical Engineering
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Andjelić, Nina.
"Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section." Strojniški vestnik - Journal of Mechanical Engineering [Online], 57.1 (2011): 69-77. Web.  24 Sep. 2020
TY  - JOUR
AU  - Andjelić, Nina 
PY  - 2011
TI  - Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section
JF  - Strojniški vestnik - Journal of Mechanical Engineering
DO  - 10.5545/sv-jme.2008.061
KW  - general sectorial coordinates; curvilinear open sections; thin-walled beams; stresses
N2  - The principle of virtual work is applied to thin-walled beams with a cross-section with the middle line of an arbitrary curvilinear shape and with a continuously varying thickness. Six equilibrium equations and a seventh one related to the constrained torsion are derived taking into account general sectorial coordinates. The obtained relations are applied to structural elements with one longitudinal plane of symmetry with the shape similar to real turbine blades. All geometrical characteristics are calculated for one structural element with a modified cross-section shape. It has been shown that it is not recommendable to neglect the influence of secondary effects.
UR  - https://www.sv-jme.eu/sl/article/nonlinear-approach-to-thin-walled-beams-with-a-symmetrical-open-section/
@article{{sv-jme}{sv-jme.2008.061},
	author = {Andjelić, N.},
	title = {Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section},
	journal = {Strojniški vestnik - Journal of Mechanical Engineering},
	volume = {57},
	number = {1},
	year = {2011},
	doi = {10.5545/sv-jme.2008.061},
	url = {https://www.sv-jme.eu/sl/article/nonlinear-approach-to-thin-walled-beams-with-a-symmetrical-open-section/}
}
TY  - JOUR
AU  - Andjelić, Nina 
PY  - 2018/06/28
TI  - Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section
JF  - Strojniški vestnik - Journal of Mechanical Engineering; Vol 57, No 1 (2011): Strojniški vestnik - Journal of Mechanical Engineering
DO  - 10.5545/sv-jme.2008.061
KW  - general sectorial coordinates, curvilinear open sections, thin-walled beams, stresses
N2  - The principle of virtual work is applied to thin-walled beams with a cross-section with the middle line of an arbitrary curvilinear shape and with a continuously varying thickness. Six equilibrium equations and a seventh one related to the constrained torsion are derived taking into account general sectorial coordinates. The obtained relations are applied to structural elements with one longitudinal plane of symmetry with the shape similar to real turbine blades. All geometrical characteristics are calculated for one structural element with a modified cross-section shape. It has been shown that it is not recommendable to neglect the influence of secondary effects.
UR  - https://www.sv-jme.eu/sl/article/nonlinear-approach-to-thin-walled-beams-with-a-symmetrical-open-section/
Andjelić, Nina"Nonlinear Approach to Thin-Walled Beams with a Symmetrical Open Section" Strojniški vestnik - Journal of Mechanical Engineering [Online], Volume 57 Number 1 (28 June 2018)

Avtorji

Inštitucije

  • Faculty of Mechanical Engineering, University of Belgrade, Kraljice Marije 16, 11120 Belgrade 35 1

Informacije o papirju

Strojniški vestnik - Journal of Mechanical Engineering 57(2011)1, 69-77

https://doi.org/10.5545/sv-jme.2008.061

The principle of virtual work is applied to thin-walled beams with a cross-section with the middle line of an arbitrary curvilinear shape and with a continuously varying thickness. Six equilibrium equations and a seventh one related to the constrained torsion are derived taking into account general sectorial coordinates. The obtained relations are applied to structural elements with one longitudinal plane of symmetry with the shape similar to real turbine blades. All geometrical characteristics are calculated for one structural element with a modified cross-section shape. It has been shown that it is not recommendable to neglect the influence of secondary effects.

general sectorial coordinates; curvilinear open sections; thin-walled beams; stresses