A closed-form formula for the critical buckling load of a bar with one end fixed and the other pinned
The classical problem of elastic buckling of a bar with one end fixed and the other pinned is reconsidered and a closed-form formula for the critical buckling load is derived. This is achieved through the closed-form solution (in terms of two regular integrals) of the transcendental equation tan u =...
| Κύριοι συγγραφείς: | , |
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| Άλλοι συγγραφείς: | |
| Μορφή: | Technical Report |
| Γλώσσα: | English |
| Έκδοση: |
2018
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| Θέματα: | |
| Διαθέσιμο Online: | http://hdl.handle.net/10889/10987 |
