plane-stress state

基本解釋

The relationship between principal stresses in the plane strain state is the stress-strain relationship of soil with a certain strain path.
平面應(yīng)變條件下土體中主應(yīng)力之間的關(guān)系，其實(shí)質(zhì)是特定應(yīng)變路徑條件下土的應(yīng)力–應(yīng)變關(guān)系，為土的一個(gè)重要力學(xué)特性。
Under plane strain condition, the strain localization starts around the peak stress state; and a V-shaped shear band is formed at the residual stress state.
在平面應(yīng)變壓縮條件下，砂土在峰值應(yīng)力狀態(tài)附近出現(xiàn)應(yīng)變局部化現(xiàn)象，在殘余狀態(tài)最終形成一條V型剪切帶。
202.127.156.16
In this paper, the stress variation law in the flash metal in wedge shaped groove and bridge-barn shaped groove at the plane strain state are analyzed respectively.
本文分析了平面應(yīng)變時(shí)橋倉型毛邊槽和楔型毛邊槽毛邊金屬中應(yīng)力的變化規(guī)律。