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A general method for the determination of approximations to the spectral distributions from the dynamic response functions

โœ Scribed by N. W. Tschoegl

Publisher
Springer-Verlag
Year
1973
Tongue
English
Weight
176 KB
Volume
12
Category
Article
ISSN
0035-4511

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An instantaneous mode solution is developed for a rigid, strain-hardening cantilever beam. The response progresses through phases analogous to those for a perfectly plastic beam. In particular, the concentrated hinges and hinge bands for the perfectly plastic beam become regions of variable curvatur