Buckling Analysis of Straight Beams with different Boundary Conditions using an Integral Formulation of corresponding Differential Equations
This work deals with structural stability analysis of straight beams, having different boundary conditions. The particular case of the beam on elastic foundation is also analyzed. The method of analysis is an approximate integral one, using structural flexibility functions (Green’s functions). The d...
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| Format: | Article |
| Language: | English |
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National Institute for Aerospace Research “Elie Carafoli” - INCAS
2018-12-01
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| Series: | INCAS Bulletin |
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| Online Access: | http://bulletin.incas.ro/files/anghel__vol_10_iss_4.pdf |