Abstract
Large deflection analyses of nonhomogeneous nonlinear elastic or viscoelastic columns (elastica and viscoelastica) with initial curvature and with deflection dependent cross sectional areas subjected to follower loads are formulated. Column end shortening due to both curvature and compressive loads is taken into account and the governing coupled nonlinear differential equations are solved by successive approximation methods (SAM) and numerically by a double Runge-Kutta iterative shooting approach. Various solution protocols are analyzed and evaluated. The effects of end shortening and follower load angle on elastic and viscoelastic columns are discussed. The hierarchal setting between column instability and material failures is examined.
Original language | English (US) |
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Pages (from-to) | 37-75 |
Number of pages | 39 |
Journal | Mathematics in Engineering, Science and Aerospace |
Volume | 11 |
Issue number | 1 |
State | Published - 2020 |
Keywords
- Buckling criteria
- Elastica
- Follower loads
- Large deformations
- Material failures
- Nonlinear elasticity
- Nonlinear viscoelasticity
- Starting transients
- Viscoelastica
ASJC Scopus subject areas
- Modeling and Simulation
- Aerospace Engineering
- Applied Mathematics