Equations of motion for the geometrically non-linear analysis of flexible sliding beams, deployed or retrieved through a rigid channel, are derived through an extension of Hamilton's principle. Based on the assumptions of Euler-Bernoulli beam theory, the equations of motion account for small strains
DYNAMICS OF FLEXIBLE SLIDING BEAMS — NON-LINEAR ANALYSIS PART II: TRANSIENT RESPONSE
✍ Scribed by K. Behdinan; B. Tabarrok
- Publisher
- Elsevier Science
- Year
- 1997
- Tongue
- English
- Weight
- 320 KB
- Volume
- 208
- Category
- Article
- ISSN
- 0022-460X
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