摘要
本文应用功的互等定理求解弹性地基上受集中载荷作用的矩形板的挠曲面方程,给出了挠曲面方程的一般表达式,为这类问题的求解提供了一种新的有效方法。
Basing on theswork reiprocal theorem, a bending equationfree rectanular plate on elastic foundation loaded with conentratedforces was analysed in this paper. And a general expression for the ben--dfing surface was obtained. So, a new and effective method is offered forsolving such a kind of problems.
关键词
弹性地基
矩形板
载荷
计算
work reciprocal theorem
Iree rectangular plate on elastion
deflection surface equation
