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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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)
From the same paper as the previous 5 images.
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