Taking a simplysupportedplate with displacement degrees of freedom as a simulation example, the simulation results show the validity of the presented method.
以四边简支的具有位移自由度板作为数值算例,结果表明该方法是可行的。
2
For simplysupported annular plate under linear load, the limit load analysis was investigated by applying unified strength theory.
对于线性荷载作用下外简支环板,引入统一强度理论,进行了极限荷载分析。
3
For example, a square plate with four edges simplysupported and clamped have been calculated and analyzed.