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| Fig. 9 Load versus vertical deflection at crown: in-plane buckling of clamped arches (from the same report as the previous 4 slides) |
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| Fig. 10 Load versus vertical deflection at crown: out-of-plane buckling of clamped arches (zero extension of the reference surface) (from the same report as the previous 5 slides) |
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| Large deformation of a frame with a dowward vertical concentrated load at its top corner |
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| Nonlinear limit point versus nonlinear bifurcation point on the nonlinear fundamental equilibrium path |
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| Various kinds of limit points on the nonlinear fundamental equilibrium curve |
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| Nonlinear equilibrium of a shallow arch under uniform external pressure |
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| Nonlinear equilibrium paths of a deep arch under concentrated downward load P |
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| Shallow hinged cylindrical panel under external concentrated load P |
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| Nonlinear equilibrium of "Lee's frame" |
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| Symmetrical large displacement of a deep arch under a concentrated downward load P |
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| Large deflection of a hinged shallow arch under an inclined concentrated downward load P |
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| Bending-torsional large deflection of a cantilevered beam with a channel cross section and a concentrated downward load P at its tip |
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| Nonlinear load-displacement curves of a shallow hinged cylindrical panel with a downard concetrated load P and with three different locations of the simple supports: outer surface, middle surface and inner surface |
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| Nonlinear response of axially functionally graded Timoshenko beams on elastic foundation under harmonic excitation |
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| "Dynamics of snapping beams and jumping poppers", by D.P. Holmes, et al, 2014 |
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