Draw the element for maximum shear stress and mark values of all stresses . 畫出最大剪應(yīng)力的單元體并標(biāo)出全部應(yīng)力值。
The maximum shearing stress to which the material is subjected has a value equal to the radius of the circle . 材料承受的最大剪斷應(yīng)力數(shù)值等于圓的半徑。
It is shown that distribution of dynamic response of dam is mainly alike . the maximum acceleration , the maximum displacement and the maximum shear stress are different obviously 可以看出,兩種方法算得的壩體動力反應(yīng)分布規(guī)律基本一致,但壩體的峰值加速度、峰值位移及峰值動剪應(yīng)力等均有明顯的差別。
The information along 3d maximum shear stress tracing line is completely ascertained with the method of parameter transformation , then the changing rule of the normal stress along 3d maximum shear stress tracing line is discussed based on cobevel method 摘要利用坐標(biāo)變換法證明了一般三維塑性流動問題任意點應(yīng)力狀態(tài),可以完全由三維最大剪應(yīng)力跡線上的信息確定,進而利用共斜面法給出了三維塑性流動問題沿最大剪應(yīng)力跡線正應(yīng)力的變化規(guī)律。
Abstract : the information along 3d maximum shear stress tracing line is completely ascertained with the method of parameter transformation , then the changing rule of the normal stress along 3d maximum shear stress tracing line is discussed based on cobevel method 文摘:利用坐標(biāo)變換法證明了一般三維塑性流動問題任意點應(yīng)力狀態(tài),可以完全由三維最大剪應(yīng)力跡線上的信息確定,進而利用共斜面法給出了三維塑性流動問題沿最大剪應(yīng)力跡線正應(yīng)力的變化規(guī)律。