compressive strain造句
例句与造句
- Road vehicles - brake linings - compressive strain test method
道路车辆.制动闸衬.压缩应变试验方法 - Ultimate compressive strain of concrete
混凝土极限压应变31 - Automotive parts - brake linings and brake pads - compressive strain test method
汽车部件.制动衬片和衬块.压缩应变试验方法 - Generally , the maximum tangential compressive strain was 2 ~ 4 times of vertical and radius - orientation direction
环向最大压应变一般为同一监测层位竖向、径向最大压应变的2 ~ 4倍。 - Safety of the shaft wall was discussed taking into account of ultimate compressive strain of high strength concrete ( hsc )
结合高强混凝土的极限压应变，分析了井壁结构的安全性。 - It's difficult to find compressive strain in a sentence. 用compressive strain造句挺难的
- 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。 - ( 211 ) reflection of the polycrystal a - iron sample is used in the simulation experiments , and both the resulting full - width - at - half - maximum ( fwhm ) of the diffraction peaks and peak shifts under tensive and compressive strain are in accord with that expected from analytical methods . the instrumental resolution curves , under various combination of the first collimator and second collimator and take - off angle of the monochromator , are given
用- fe多晶样品的( 211 )晶面进行了模拟实验，得到的衍射峰半高宽以及拉应变和压应中国原子能科学研究院博士学位论文变作用下衍射峰移动的模拟结果都与解析方法的预期值符合得很好。 - The research shows that : 1 ) the ductility of the hsc bending members constructed is much greater than 5 ; 2 ) increasing the vertical links and distribution steel can increase the deflection under ultimate moment ; 3 ) with appropriate compressive bars , vertical links and distribution steel the increase of moment after yield and the decrease of moment under ultimate moment can be ignored , so the ductility of the hsc bending member is much larger ; 3 ) the width / depth ratio of hsc bending member has no obvious effect on the ultimate compressive strain of concrete ; 4 ) the method used here to calculate the deflection is applicable ; 5 ) the location of crack coincides with the location of vertical links and distribution steel ; 6 ) the bending property of the hsc structure under the blast load can meet the demand of protective engineering
研究表明：本文研究的梁、板构件的延性比远大于5 ；增加箍筋(钩筋、分布筋)含量，可以提高压区混凝土剥落时的挠度；在适当的受压筋、箍筋(钩筋、分布筋)含量下，可以忽略压区混凝土剥落瞬间的承载力下降，从而大大提高构件的延性；受弯构件的宽高比对压区混凝土极限应变的影响不明显；受弯构件的裂缝间距受箍筋(钩筋、分布筋)的布置影响；文中所用的承载力和变形计算方法是可行的。化爆试验表明，高强混凝土构件的动载抗弯性能能够满足防护结构的要求。