中文说明:静态的伯努利梁下的弯曲负载使用有限元方法被进行分析。4 自由度的 2 节点元素使用。横向位移是由埃尔米特形状函数内插。
English Description:
static analysis of Bernoulli beams under bending loads using finite element method is performed. 2 node element with 4 degree of freedom is used. transverse displacement is interpolated by Hermite shape functions.