Abstract
Transversally loaded plastic plates can support loads exceeding the bending collapse pressure. This is due to the fact that the intrinsic geometry of a structure changes in the process of plastic flow. With any transient shape of the deformed structure a collapse load can be associated. The sequence of such loads yields a load-deflection relationship differing considerably from that of bending collapse. In a study of post yield behaviour of perfectly plastic plates, therefore, deflections can not be considered small in comparison with the plate thickness.
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© 1966 Springer-Verlag Berlin Heidelberg
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Sawczuk, A. (1966). Large deflections of rigid-plastic plates. In: Görtler, H. (eds) Applied Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-29364-5_26
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DOI: https://doi.org/10.1007/978-3-662-29364-5_26
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