论文信息 - The response of a rigid circular plate resting on an idealized elastic-plastic foundation

The response of a rigid circular plate resting on an idealized elastic-plastic foundation

Abstract This paper investigates the load-deflection and contact stress distribution beneath an axisymmetrically loaded rigid circular plate resting on an idealized elastic-plastic soil medium. The plate is subjected to a monotonically increasing load. The theoretical contact stress distributions exhibit trends consistent with measurements encountered beneath actual structural foundations.

A.P.S. Selvadurai

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