知识与财富的链接
首先构造了一个完备的试函数,然后采用最小二乘配点法获得了不对称集中荷载作用下悬臂三角形板弯曲问题的解。
A complete trial funcation is given and the solution for bending problem of cantilevered triangle plates subjected to unsymmetrical concentrated loads is obtained by least square method.