compressive strain中文什么意思

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用"compressive strain"造句

压缩变形
压缩应变
压缩应力
压应变
应变

compressive: adj. 有压力的，压缩的，压榨的。 adv. -ly ...
strain: n. 1.血统，家世；族，种；【生物学】品系，系；菌株； ...
strain, compressive: 压缩应变
compressive stress-strain diagram: 压缩应力-应变图
linear compressive strain: 线性压缩应变

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例句与用法

The maximum tangential compressive reaches 2221 , which is about 76 . 6 % of the ultimate compressive strain , within safe status
在龙固副井施工中，井壁环向最大压应变达2221 ，约为极限压应变的76 . 6 % ，处于安全状态。
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：测定牛纤维环在低于3个等级( 0 % , 10 % ,和20 % )的压缩应变下在2个方向（轴的和辐射的）上葡萄糖的近似扩散系数。
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：外层井壁浇筑后，混凝土首先产生拉应变，而后随井壁温度下降而逐渐减小并转变为压应变。
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
经模型分析发现,应变硅pmosfet空穴迁移率与应力作用方式有如下关系:当横向电场较高( > 5 105v / cm )时,双轴张应力作用下的应变硅pmosfet的空穴迁移率将发生退化,而单轴压应力器件则不会受到影响。
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
通过变化受拉筋含筋率和受压筋、箍筋(钩筋、分布筋)含量，或掺加纤维使之成为钢纤维高强混凝土( sfrhsc )和聚丙烯纤维高强混凝土( pfrhsc ) ，对高强混凝土双筋截面梁、板的受弯性能进行了试验研究，试图改善高强混凝土受弯构件的延性，使其延性比大于5 ；并在相同配筋情况下，通过变化截面宽度，研究了高强混凝土受弯构件的宽高比对压区混凝土极限应变的影响；并对试验构件的裂缝发展情况进行了观测。