tangential strain 中文意思是什麼

tangential strain 解釋
切向應變
  • tangential : 表面的
  • strain : vt 1 用力拉，拉緊，抽緊，扯緊。2 使緊張；盡量使用（肌肉等）。3 強迫，強制；濫用，盡量利用。4 拉傷...
  1. Generally, the maximum tangential compressive strain was 2 ~ 4 times of vertical and radius - orientation direction

    環向最大壓應變一般為同一監測層位豎向、徑向最大壓應變的2 ~ 4倍。
  2. The maximum tangential compressive reaches 2221, which is about 76. 6 % of the ultimate compressive strain, within safe status

    在龍固副井施工中，井壁環向最大壓應變達2221 ，約為極限壓應變的76 . 6 % ，處于安全狀態。
  3. Sm scales the nonlinear variation of tangential modulus during monotonic loadings into a piecewise linear distribution, which can easily be modified to simulate specific characteristics of soil material behavior during cyclic loadings. sm can simulate dynamic stress - strain response of arbitrary cyclic loadings

    該模型將單調加載情況下呈非線性變化的切線模量量化成一種呈分段線性分佈的幾何結構，並通過對這種結構加以變換，來描述循環加載情況下材料的特性。
  4. On the base of milling ball interaction during milling process, the powder height of each collision can be calculated. if the impact of milling ball takes as hertz elastic collision, the maximum real strain and the maximum tangential strain are obtained as follows, e, . , ln [ h, / ( h0 ? vrcos6 / 2 ) ] = vrsin6 / h0 ? / q, t2rt2 / 2om ~ h, j where s, p, v are maximum real strain, the maximum tangential strain, friction coefficient and the velocity of milling ball

    對球磨過程中磨球相互作用作了一些假設后，可以計算出每次碰撞所獲得粉末體高度值；將磨球的碰撞作為hertz彈性碰撞，碰撞時的速度分解為法向速度和切向速度得出粉末的最大真應變和最大切應變為湖南大學材料物理與化學專業碩士論文r 。
  5. Influence of process parameters on tangential strain in tube spinning

    筒形件強旋工藝參數對金屬切向流動的影響
  6. Abstract : after the relationship between radial and tangential strains and resistance changes of strain gage on the surface of elasticity pressure sensor is established by finite element method, the output voltage is related to the resistance changes in the electrical bridge, and the nonlinear precision of this kind of pressure sensor is analyzed

    文摘:本文用有限元方法分析平膜片式壓力傳感器彈性元件表面徑向應變及切向應變與薄膜應變片阻值變化的聯系后，根據電橋原理得到與其輸出電壓之間的關系，最終並分析了傳感器之非線性精度
  7. ( 6 ) the predicting of large deformation in the tunnel has been given by using of two effective measures of forecasting - geological and complex forecast method and tangential strain predicting method. the result is that the probability of large deformation in this tunnel is non - existent

    （ 6 ）運用「地質綜合分析預測」 、 「切應變預測」兩種方法對雪峰山隧道的大變形問題進行了預測，預測結果表明，雪峰山隧道不會出現大變形問題。
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