This paper studies the very large deflection behavior of prismatic and non-prismatic cantilever beams subjected to various types of loadings. The formulation is based on representing the angle of rotation of the beam by a polynomial on the position variable along the deflected beam axis. The coeffic
โฆ LIBER โฆ
A second order theory for large deflections of slender beams
โ Scribed by P. Pleus; M. Sayir
- Publisher
- Springer
- Year
- 1983
- Tongue
- English
- Weight
- 1001 KB
- Volume
- 34
- Category
- Article
- ISSN
- 0044-2275
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