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compressive strain in Chinese

Pronunciation:
How to pronounce "compressive strain""compressive strain" in a sentence"compressive strain" meaning

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  • 壓縮變形
  • 壓縮應(yīng)變
  • 壓縮應(yīng)力
  • 壓應(yīng)變
  • 應(yīng)變

Examples

  • Road vehicles - brake linings - compressive strain test method
    道路車輛.制動(dòng)閘襯.壓縮應(yīng)變試驗(yàn)方法
  • Ultimate compressive strain of concrete
    混凝土極限壓應(yīng)變31
  • Automotive parts - brake linings and brake pads - compressive strain test method
    汽車部件.制動(dòng)襯片和襯塊.壓縮應(yīng)變試驗(yàn)方法
  • Generally , the maximum tangential compressive strain was 2 ~ 4 times of vertical and radius - orientation direction
    環(huán)向最大壓應(yīng)變一般為同一監(jiān)測層位豎向、徑向最大壓應(yīng)變的2 ~ 4倍。
  • Safety of the shaft wall was discussed taking into account of ultimate compressive strain of high strength concrete ( hsc )
    結(jié)合高強(qiáng)混凝土的極限壓應(yīng)變,分析了井壁結(jié)構(gòu)的安全性。
  • 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(huán)向最大壓應(yīng)變達(dá)2221 ,約為極限壓應(yīng)變的76 . 6 % ,處于安全狀態(tài)。
  • Objective . to determine the apparent glucose diffusivity in 2 directions ( axial and radial ) of bovine af under 3 levels of compressive strain ( 0 % , 10 % , and 20 % )
    目的:測定牛纖維環(huán)在低于3個(gè)等級(jí)( 0 % , 10 % ,和20 % )的壓縮應(yīng)變下在2個(gè)方向(軸的和輻射的)上葡萄糖的近似擴(kuò)散系數(shù)。
  • The study proved that tensile strain arose firstly in the outer shaft wall after it ' s building , then decreased gradually with decreasing of temperature , finally , it converted to compressive strain
    研究表明:外層井壁澆筑后,混凝土首先產(chǎn)生拉應(yīng)變,而后隨井壁溫度下降而逐漸減小并轉(zhuǎn)變?yōu)閴簯?yīng)變。
  • For strained si pmosfets , the hole mobility is not only determined by the tensity of strain , but also related to the strain types , which are uniaxial compressive strain and biaxial tensile strain . when electric field is high enough , the hole mobility will be deteriorated in pmosfets under biaxial tensile strain , however , in the case of uniaxial compressive strain , the deterioration will never occur
    經(jīng)模型分析發(fā)現(xiàn),應(yīng)變硅pmosfet空穴遷移率與應(yīng)力作用方式有如下關(guān)系:當(dāng)橫向電場較高( > 5 105v / cm )時(shí),雙軸張應(yīng)力作用下的應(yīng)變硅pmosfet的空穴遷移率將發(fā)生退化,而單軸壓應(yīng)力器件則不會(huì)受到影響。
  • Here the hsc of sompa is achieved through adding super - effective water reducer , fined slag and silicon fume , and decreasing the water / cement ratio . by varying the area ( spacing ) of tension bars , compressive bars , vertical links and distribution steel and embedding steel fiber and polypropylene fiber we try to improve the behaviors of reinforced high performance concrete one - way spanning slabs in bending , so that its ductility be greater than 5 . with the same arrangement of steel the width of bending member is varied to observe the effect of the width / depth ratio on the ultimate compressive strain of concrete
    通過變化受拉筋含筋率和受壓筋、箍筋(鉤筋、分布筋)含量,或摻加纖維使之成為鋼纖維高強(qiáng)混凝土( sfrhsc )和聚丙烯纖維高強(qiáng)混凝土( pfrhsc ) ,對(duì)高強(qiáng)混凝土雙筋截面梁、板的受彎性能進(jìn)行了試驗(yàn)研究,試圖改善高強(qiáng)混凝土受彎構(gòu)件的延性,使其延性比大于5 ;并在相同配筋情況下,通過變化截面寬度,研究了高強(qiáng)混凝土受彎構(gòu)件的寬高比對(duì)壓區(qū)混凝土極限應(yīng)變的影響;并對(duì)試驗(yàn)構(gòu)件的裂縫發(fā)展情況進(jìn)行了觀測。
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