The cantilever beams analysis by the means of the first-order shear deformation and the Euler-Bernoulli theory
The effect of the Timoshenko theory and the Euler-Bernoulli theory are investigated in this paper through numerical and analytical analyses. The investigation was required to obtain the optimized position of the pipes support. The Timoshenko beam theory or the first order shear deformation theory wa...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
University North
2019-01-01
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| Series: | Tehnički Glasnik |
| Subjects: | |
| Online Access: | https://hrcak.srce.hr/file/318462 |