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compressing stress中文是什么意思

  • 壓縮應(yīng)力
  • 壓應(yīng)力

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  • 例句與用法
  • The optimal processing parameters are as following : the compressing stress is looompa , powder size 100 - 120 mesh , the ratio of magnetic powder and adhesive reagent 2 . 5 : 100
    粘結(jié)磁體的最佳工藝條件為:成型壓強(qiáng)1000mpa 、磁粉粒度在100 120目左右、粘接劑的含量為2 . 5g 100g磁粉。
  • 6 ) horizontal braces force of horizon that results from tension . therefore , it reduces pre - compress stress . horizontal braces is stronger , it ' s influence is more important
    ( 6 )橫向約束的存在減弱了張拉在框架梁中形成的軸向力,從而減小在框架梁中預(yù)壓應(yīng)力,橫向約束越強(qiáng),它的影響就越大。
  • As well , the compress stress existed in ( 002 ) crystal plane are found and can be explained by the matching between film material and substrate material as well as the different thermal expand coefficient between them
    同時(shí), zno薄膜( 002 )方向上存在著內(nèi)應(yīng)力,內(nèi)應(yīng)力是由膜材料與基底材料之間的晶格失配和不同熱擴(kuò)散系數(shù)造成的,退火可可使內(nèi)應(yīng)力的到不同程度的釋放。
  • The ground stress distribution within southern margin of junggar basin assumes that its compressing stress increases vertically with depth and compatible with the structural layers , which can be divided into deep compressive belt , medium shear zone and shallow tensile fracture belt
    盆地南緣區(qū)域地應(yīng)力分布規(guī)律表現(xiàn)為縱向上壓應(yīng)力隨深度增加而增大,并與構(gòu)造層配伍,可分為深層擠壓帶、中層剪切帶、淺層張裂帶。
  • The test results show that the out - of - plane compressive property of 3d woven composite are rate sensitive . the elastic modulus is n ' t increased with the rising of strain - rate , however , the maximum compress stress and strain of 3d woven composite increase from 228mpa to 272mpa , from 15 % to 20 % as the strain rate increases from 2000 / s to 3000 / s
    實(shí)驗(yàn)結(jié)果表明,三維機(jī)織玻璃纖維復(fù)合材料在面外力學(xué)性能上是應(yīng)變率相關(guān)的,隨著應(yīng)變率的增大,沖擊壓縮初始模量基本不變,但最大應(yīng)力和最大應(yīng)變都明顯增加。
  • The main causes , which have effects on redistribution of internal force in the prestressed frame , including the relative height compressive zone of section , secondary moment and types of load applying are taken into account . the horizontal braces force which results from the tension of the prestressing steel , reduces the pre - compress stress is analyzed
    并且探討了各影響因素對(duì)框架梁截面延性的影響和由于柱的抗側(cè)剛度在預(yù)應(yīng)力鋼筋張拉時(shí)約束梁的軸向變形,從而影響預(yù)應(yīng)力在梁中的建立所造成的梁中軸向預(yù)壓力的損失。
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