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STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD
Goran Vizentin
; Faculty of Engineering, University of Rijeka, Rijeka, Croatia
Full text: croatian pdf 161 Kb
page 97-97
downloads: 309
cite
APA 6th Edition
Vizentin, G. (2006). STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD. Engineering Review, 26 (1-2), 97-97. Retrieved from https://hrcak.srce.hr/index.php/28415
MLA 8th Edition
Vizentin, Goran. "STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD." Engineering Review, vol. 26, no. 1-2, 2006, pp. 97-97. https://hrcak.srce.hr/index.php/28415. Accessed 2 May 2024.
Chicago 17th Edition
Vizentin, Goran. "STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD." Engineering Review 26, no. 1-2 (2006): 97-97. https://hrcak.srce.hr/index.php/28415
Harvard
Vizentin, G. (2006). 'STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD', Engineering Review, 26(1-2), pp. 97-97. Available at: https://hrcak.srce.hr/index.php/28415 (Accessed 02 May 2024)
Vancouver
Vizentin G. STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD. Engineering Review [Internet]. 2006 [cited 2024 May 02];26(1-2):97-97. Available from: https://hrcak.srce.hr/index.php/28415
IEEE
G. Vizentin, "STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD", Engineering Review, vol.26, no. 1-2, pp. 97-97, 2006. [Online]. Available: https://hrcak.srce.hr/index.php/28415. [Accessed: 02 May 2024]
Full text: english pdf 161 Kb
page 97-97
downloads: 279
cite
APA 6th Edition
Vizentin, G. (2006). STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD. Engineering Review, 26 (1-2), 97-97. Retrieved from https://hrcak.srce.hr/index.php/28415
MLA 8th Edition
Vizentin, Goran. "STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD." Engineering Review, vol. 26, no. 1-2, 2006, pp. 97-97. https://hrcak.srce.hr/index.php/28415. Accessed 2 May 2024.
Chicago 17th Edition
Vizentin, Goran. "STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD." Engineering Review 26, no. 1-2 (2006): 97-97. https://hrcak.srce.hr/index.php/28415
Harvard
Vizentin, G. (2006). 'STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD', Engineering Review, 26(1-2), pp. 97-97. Available at: https://hrcak.srce.hr/index.php/28415 (Accessed 02 May 2024)
Vancouver
Vizentin G. STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD. Engineering Review [Internet]. 2006 [cited 2024 May 02];26(1-2):97-97. Available from: https://hrcak.srce.hr/index.php/28415
IEEE
G. Vizentin, "STABILITY ANALYSIS OF SEMI-RIGID FRAMES USING FINITE ELEMENT METHOD", Engineering Review, vol.26, no. 1-2, pp. 97-97, 2006. [Online]. Available: https://hrcak.srce.hr/index.php/28415. [Accessed: 02 May 2024]
Abstract
In this work semi-rigid connections and their influence on the elastic buckling load value of frame structures are presented. Equilibrium equations of a buckled beam member are derived applying linearized virtual work principle, St. Venant torsion theory and Euler-Bernoulli flexural theory. Deformations prior buckling are neglected, and material is assumed to be homogeneous, isotropic and linear-elastic. In the numerical part of the paper the hybrid S-R (semi-rigid) finite element for the modelling of frames containing connections of various rigidity is presented. Elastic and geometric stiffness matrices of the S-R element are derived by transformation of the conventional beam finite element stiffness matrices. Stability analysis is treated as an eigenvalue problem. On the basis of the aforementioned numerical algorithm, the computer program EIGEN-SR is developed. Accuracy of the programme is verified through appropriate examples proving, thus, the modelling of frames as semi-rigid ones is justified.
Keywords
stability; semi-rigid connections; eigenvalues; programming
Hrčak ID:
28415
URI
https://hrcak.srce.hr/28415
Publication date:
27.12.2006.
Article data in other languages:
croatian
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