flexure 中文意思是什麼

flexure 解釋
n. 名詞 1. 屈曲,撓曲,彎曲(部)。
2. 折褶。
3. 【數學】歪度。
4. 【物理學】彎曲,曲率。
5. 【地質學;地理學】單斜撓曲。

  1. Test method for biaxial flexure strength modulus of rupture of ceramic substrates

    陶瓷基底的雙軸抗撓強度
  2. Zijingguan fault zone is characterized with cataclasite series of tectonic rocks and joints alongside the deformational zone, and sometimes with uniclinal flexure or folds. the intensity of deformation increases from the sides to the center of the fault in the section, which appears from joints to cataclastic rocks

    紫荊關斷裂帶兩主斷裂變形帶以碎裂巖系列構造巖和節理帶組合為特徵,局部出現撓曲和褶皺,由兩盤至斷裂中心變形強度增大,一般由節理帶過渡為碎裂巖帶。
  3. The corbel ' s dimension should be ascertained as the manipulative condition of diagonal section. the amount of longitudinal reinforcement be ascertained on the basis of the flexure model, is obtained according to static for balance condition, the calculative expression of the load is obtained. and in terms of the design method in ultimate state the maximum load

    我國規范對于牛腿的設計規定,牛腿尺寸的確定以斜截面抗裂作為控制條件,縱筋用量的確定以彎壓破壞模型為基礎,根據靜力平衡條件得到承載力的計算公式,按照極限狀態設計方法計算得到,箍筋用量則按照構造要求確定。
  4. Barium enema study revealed extravasation of barium into the liver parenchyma from the hepatic flexure of the colon

    開刀檢視顯示一個硬結的腫瘤由結腸肝曲延伸進入肝。
  5. The torque motor received dc current signals from the electric control and applies torque to the single - piece armature and flapper which is supported on a torsion flexure

    力矩馬達接收來自電氣控制器的直流電信號並將力矩施於由轉矩撓曲支撐的整體式電樞及擋板。 ?
  6. After analyzing the soil stress, flexure moment data of central section of the sheet, and the flections data of two kinds of holding sheet models which are different on span, the paper gets the horizontal and vertical soil stress distribution rules and compares the result of the exam with calculating result of classic soil stress theory

    通過對兩種跨度的擋板模型的土壓力、擋板跨中彎矩、擋板跨中撓度值的分析總結,得到了擋板後土壓力沿高度及水平方向的分佈規律,並在土壓力分佈形式及數值大小與經典理論作了比較。
  7. A still more difficult distinction is that between a sharp flexure and a fault.

    區別尖銳的撓曲和斷層更加困難。
  8. Shear stresses and shear strains in prismatic members may be caused by either torsional moments, or by shear forces associated with flexure.

    在等截面桿件中,剪應力和剪應變可以由扭矩引起,或者由變曲相關的剪力引起。
  9. In order to simplify the presentation of the basic principles, we shall consider in this chapter two-dimensional structures subjected to flexure.

    為了使這些基本原理的講述簡單明了,在本章中將研究承受彎曲作用的平面結構。
  10. Testing of artificial leather ; repeated flexure test

    人造革的檢驗.重復彎曲試驗
  11. Design and analysis of flexure hinges micro - grabber

    柔性鉸鏈微夾持機構的研究
  12. Test method of ferrocement panels in flexure

    鋼絲網水泥板受彎試驗方法
  13. Verification regulation of flexure testing machine

    抗折試驗機檢定規程
  14. Standard test methods for testing structural panels in flexure

    檢驗結構板彎曲情況的標準方法
  15. Test method for flexure of glass material

    玻璃材料彎曲強度試驗方法
  16. Flexure property analysis of three - dimensional braided composite

    三維編織復合材料彎曲性能分析
  17. Since left colic flexure is a segment of embryonic hindgut and the splenic artery typically supplies the foregut, the condition in which an artery of foregut crosses midgut to supply an area of the hindgut becomes interesting

    本例中變異之動脈發源自供應前腸之脾動脈,再跨越了胚胎中腸部份,而供應原屬於後腸發育出之結腸左曲,實為一種罕見的變異狀況。
  18. 6. experimental investigation of the motion specifications of two dimension stage based on above crossed symmetric flexure hinge

    6 .基於二維十字對稱柔性鉸鏈結構的微位移工作臺試驗測試。
  19. In tins paper, a new type of standing - wave linear usm with square - ring vibrator was presented, which had two contact surfaces and a support structure with four flexure hinges for the power output

    摘要利用有限元分析軟體對方環形直線駐波超聲波電動機的振子進行了動態設計,提出了一種環梁式雙接觸面的振子結構,該振子採用柔性鉸鏈與支撐結構連接,實現力的輸出。
  20. Here we obtain the strain compatibility method ande equilibrium of forces and concepts of fracture mechanincs, they can be used to predict the ultimats strength in flexure that can be achieved by such elements, given the cfrp cross - sectional area, or conversely, the required cfrp cross - sectional area to achieve a targeted resisting moment of rehabilitated flexureal elements

    Cfrp加固梁在承受彎曲荷載時的破壞是鋼筋屈服后碳纖維斷裂和鋼筋屈服后混凝土壓碎。本文通過應變相容方法和對破壞機理的定義,由給定的cfrp橫截面積預測加固梁的極限彎曲強度;或者相反,在已知加固梁的極限彎曲強度時可以求出所需的cfrp橫截面積。
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