Pages that link to "Item:Q460471"
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The following pages link to Stability analysis of nonlocal elastic columns with initial imperfection (Q460471):
Displaying 12 items.
- Closed-form solutions for gradient elastic beams with geometric discontinuities by Laplace transform (Q459525) (← links)
- Application of extended Galerkin method to nonconservative stability problems of the columns with thin-walled open cross-section (Q1058365) (← links)
- Non-linear buckling of a column with initial imperfection via stochastic and non-stochastic convex models (Q1315765) (← links)
- Discrete systems behave as nonlocal structural elements: bending, buckling and vibration analysis (Q1669372) (← links)
- Analysis of stability of elastic plates with initial imperfections (Q1904883) (← links)
- Infinitesimal deformations and stability of rods made of nonlocal elastic materials (Q2285427) (← links)
- A variational approach for large deflection of ends supported nanorod under a uniformly distributed load, using intrinsic coordinate finite elements (Q2295052) (← links)
- Postbuckling instability of nonlinear nanobeam with geometric imperfection embedded in elastic foundation (Q2348227) (← links)
- Exact solutions for post-buckling deformations of nanorods (Q2398670) (← links)
- ON STATIC STABILITY OF NONLINEARLY ELASTIC EULER'S COLUMNS OBEYING THE MODIFIED LUDWICK'S LAW (Q2972630) (← links)
- Nonlinear equilibrium of imperfect, locally deformed stringer-stiffened panels under combined in-plane loads (Q3030375) (← links)
- Identifying buckling resistance of reinforced concrete columns during inelastic deformation (Q6490605) (← links)
