论文信息 - Approximate Formulas for Buckling of Heavy Column with End Load

Approximate Formulas for Buckling of Heavy Column with End Load

An approximate stability condition is derived for a column with one end fixed and the other end free, under its self weight, and an end load at its free end. This stability condition is accurate for low values of self weight.

C. Y. Wang

[1] B. Drachman,et al. Stability of a Heavy Column With an End Load , 1981 .

[2] C. Y. Wang. Buckling and Postbuckling of a Long-Hanging Elastic Column Due to a Bottom Load , 1983 .