Pages that link to "Item:Q872861"
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The following pages link to Complete solution of the stability problem for elastica of Euler's column (Q872861):
Displaying 25 items.
- Stability of inflectional elasticae centered at vertices or inflection points (Q483163) (← links)
- Postbuckling of elastic beam subjected to a concentrated moment within the span length of beam (Q612399) (← links)
- An improved proof of instability of some Euler elasticas (Q891918) (← links)
- Stability analysis of planar equilibrium configurations of elastic rods subjected to end loads (Q968089) (← links)
- Elastic stability of Euler columns with a continuous elastic restraint using variational iteration method (Q979801) (← links)
- The dynamic stability of an elastic column (Q1189968) (← links)
- A new perspective on variational methods for stability analysis of columns (Q1263364) (← links)
- On the stability of an elastic column positioned on an elastic half-space (Q1307720) (← links)
- On estimates for the minimum eigenvalue for the column stability problem (Q1358171) (← links)
- Postbuckling behavior of variable-arc-length elastica connected with a rotational spring joint including the effect of configurational force (Q1787375) (← links)
- Stability and post-buckling of articulated columns (Q1875820) (← links)
- On stability analyses of three classical buckling problems for the elastic strut (Q1937143) (← links)
- Sufficient conditions for stability of Euler elasticas (Q1939784) (← links)
- Stability analysis of curvilinear configurations of an inextensible elastic rod with clamped ends (Q1939925) (← links)
- On the applicability of Southwell's method to the determination of the critical force of elastic columns of variable cross sections (Q2092970) (← links)
- Critical points of the clamped-pinned elastica (Q2296301) (← links)
- Stability to discontinuous perturbations for one inflexion Euler elasticas with one end fixed and the other clamped in rotation (Q2307785) (← links)
- Tangent second-order estimates for the large-strain, macroscopic response of particle-reinforced elastomers (Q2377183) (← links)
- Exact solutions for the buckling and postbuckling of shear-deformable beams (Q2393328) (← links)
- Techniques based on genetic algorithms for large deflection analysis of beams (Q2574841) (← links)
- A closed-form solution for the generalized Euler problem (Q4521755) (← links)
- A targeted review on large deformations of planar elastic beams: extensibility, distributed loads, buckling and post-buckling (Q5243038) (← links)
- The mechanics of bending a strip of paper (Q6046424) (← links)
- Sign problems in elliptic integral solution of planar elastica theory (Q6163051) (← links)
- Behavior of pre-stressed arch subjected to sliding load (Q6538087) (← links)
