prikaz prve stranice dokumenta Non-linear thermal buckling analysis of thin-walled beam structures
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Scientific paper - Original scientific paper
Non-linear thermal buckling analysis of thin-walled beam structures
Engineering Review, 35 (2015), 3; 239-245. urn:nbn:hr:190:127194
Pešić, Igor; Lanc, Domagoj; Turkalj, Goran

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Pešić, I., Lanc, D. & Turkalj, G. (2015). Non-linear thermal buckling analysis of thin-walled beam structures. Engineering Review, 35. (3), 239-245. Retrieved from https://urn.nsk.hr/urn:nbn:hr:190:127194

Pešić, Igor, et al. "Non-linear thermal buckling analysis of thin-walled beam structures." Engineering Review, vol. 35, no. 3, 2015, pp. 239-245. https://urn.nsk.hr/urn:nbn:hr:190:127194

Pešić, Igor, Domagoj Lanc and Goran Turkalj. "Non-linear thermal buckling analysis of thin-walled beam structures." Engineering Review 35, no. 3 (2015): 239-245. https://urn.nsk.hr/urn:nbn:hr:190:127194

Pešić, I., Lanc, D. and Turkalj, G. (2015) 'Non-linear thermal buckling analysis of thin-walled beam structures', Engineering Review, 35(3), pp. 239-245. Available at: https://urn.nsk.hr/urn:nbn:hr:190:127194 (Accessed 26 April 2024)

Pešić I, Lanc D, Turkalj G. Non-linear thermal buckling analysis of thin-walled beam structures. Engineering Review [Internet]. 2015 October 13 [cited 2024 April 26];35(3):239-245. Available at: https://urn.nsk.hr/urn:nbn:hr:190:127194

I. Pešić, D. Lanc and G. Turkalj, "Non-linear thermal buckling analysis of thin-walled beam structures", Engineering Review, vol. 35, no. 3, pp. 239-245, October 2015. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:190:127194. [Accessed: 26 April 2024]

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Metadata
Title (english)Non-linear thermal buckling analysis of thin-walled beam structures
AuthorIgor Pešić
AuthorDomagoj Lanc
AuthorGoran Turkalj
Author's institutionUniversity of Rijeka
Faculty of Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Mechanical Engineering
Abstract (english)
The paper presents an algorithm for thermal buckling analysis of thin-walled beam-type structures. One-dimensional finite element is employed under assumptions of large displacements, large rotation effects but small strains. Stability analysis is performed in load  deflection manner using co-rotational formulation. The cross- section mid-line contour is assumed to remain not deformed in its own plane and the shear strains of middle surface are neglected. The material properties of the beam are temperature-dependent. Results are validated on test examples.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleEngineering Review
Numberingvol. 35, no. 3, pp. 239-245
p-ISSN1330-9587
e-ISSN1849-0433
URN:NBNurn:nbn:hr:190:127194
Publication2015-10-13
Document URLhttp://hrcak.srce.hr/146988
Type of resourceText
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2017-03-16 12:21:53