截面按指数规律变化梁的稳定性研究

STUDY ON THE STABILITY OF A BEAM FOR ITS SECTION EXPONENTIALLY CHANGING

应用Bessel函数导出了截面按指数规律变化梁的临界荷载公式．

In relation to a beam whose section exponentially changes.a formulais derived using Bessel function for calculationg its critical loas.