A Buckling Problem: A Beam Resting on a Continuous Elastic Foundation with Concentrated Elastic End Supports

Abstract

IF a beam is laterally resting on a continuous elastic foundation then it is usually assumed in the technical literature that the intensity of lateral pressure p(u) is proportional to the deflexion v(u)

Citation

Ratzersdorfer, J. (1946), "A Buckling Problem: A Beam Resting on a Continuous Elastic Foundation with Concentrated Elastic End Supports", Aircraft Engineering and Aerospace Technology, Vol. 18 No. 8, pp. 266-268. https://doi.org/10.1108/eb031403