Such a transition is known as buckling of the structure. 這樣一種過(guò)渡稱(chēng)為結構的屈曲。
With the ordinary boundary conditions, the numerical solution was presented for the problem of axisymmetric buckling. 在比較簡(jiǎn)單的邊界條件下，進(jìn)行了軸對稱(chēng)屈曲問(wèn)題的數值求解。
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