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compression load
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  压缩载荷
     The experiment on force-fit hard-aluminum alloy LY12CZ sheet under the 6 mmthickness with 3. 1 % force-fit level and under compression load levels of 35%σ0.2, 45%σ0.2,and 55 %σ0.2,by Moire's method is discussed. The study shows force-fit is only fit for lowlevels of compression load under 3.1% force-fit level.
     借助于莫尔方法,对厚度6mm、干涉量3.1%情况下的航空用硬铝合金LY12CZ板销钉干涉配合预应力及其在35%σ0.2、45%σ0.2、55%σ0.2的压缩载荷情况下的变化规律进行实验研究.研究显示,在3.1%干涉水平下,干涉配合只适宜在中等以下的压缩载荷环境中工作;
短句来源
     Mechanical model of grape under compression load
     葡萄果实在压缩载荷作用下的力学模型(英文)
短句来源
     Horizontal axial loading test of Model CJ30-18 articulated mast is conducted, the strain of main component partsare measured. The static compression load is 1000kN, the absolute value of the maximum compressive stress is 127MPa,lower than the yield limit (240MPa) of the mast material, thereby the compression strength of the mast is checked.
     对CJ30-18型采油井架进行了卧式轴向加载型式试验,并电测了主要构件的应变,静压缩载荷最大为1000kN,最大的压应力绝对值为127MPa,低于井架材料的屈服极限(240MPa),这就考核了井架的抗压强度。
短句来源
     The stress distribution and deformation of grape under compression load by two rigid plates were studied.
     研究了葡萄在压缩载荷作用下的应力分布和变形。
短句来源
     (3)Under the same axial compression load,the dislocation of the pedicle screw in AFC group was apparently less than that in fixation group.
     (3 )在相同轴向压缩载荷作用下 ,AFC组椎弓根钉受力移位较内固定组明显减小。
短句来源
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  压缩负荷
     In order to solve the problem of door weather strips which compression load are out of their standard,the nonlinear finite element software,MSC.
     为了解决某轿车车门密封条压缩负荷超标的问题,采用非线性有限元软件MSC.
短句来源
     The left side wall of below bulb became thinner and joint wall between the below bulb and the above bulb of the optimized shape became thicker than that of(original) shape of the seal. The curve slope of compression load of the optimized shape was flatter than that of original shape of the seal. The ratio of the load of three compression stages was 0.788∶1∶1.114.
     结构优化后,其下泡管左侧壁厚增大,上下泡管连接处的壁厚减小,压缩负荷曲线比原结构的较为平缓,三阶段压缩负荷之比为0.788∶1∶1.114。
短句来源
     Optimum solution can be solved using search operation of GA. The results show that the values of the compression load and stress can be satisfied to the objective function of GA when the shape of seal is ellipse and the wall thickness is 1.5mm,the height is 20mm.
     优化结果表明,椭圆形结构在壁厚为1.5mm、高度为20mm时,压缩负荷和应力能达到目标函数要求。
短句来源
     The errors between optimization values and theoretic results of the compression load and stress are 7.4% and 9% respectively. This method is effective to optimize structural parameters.
     压缩负荷和应力的优化结果与理论计算值的误差分别为7.4%、9%,因此,利用神经网络和遗传算法进行结构参数优化的方法是可行的。
短句来源
  “compression load”译为未确定词的双语例句
     The properties of a flexible polyurethane foam made from the graft polyether polyol and conventional soft polyether 3010 (mass ratio 50/50) and other material are below: density 27 kg/m 3, tensile strength 128 kPa, tear strength 175 N/m, compression load (at 65% ILD) 598 N/(0.0323 m 2), elongation 107%, rebound 27%.
     用接枝聚醚与聚醚 30 10以 5 0 / 5 0质量比制得的密度为 2 7kg/m3 的块泡 ,65 %ILD为 5 98N/ (0 .0 32 3m2 ) ,拉伸强度 12 8kPa ,撕裂强度为 175N/m ,伸长率 10 7% ,回弹率 2 7%。
短句来源
     Presented in this paper is a simple and quick method of designing beam-column channel sections by introducing equivalent axial compression load.
     采用等效轴心受压荷载,按轴心受压构件设计承受轴力和弯曲荷载的槽形截面 双肢柱及单肢柱,使得槽形截面压弯构件的截面设计简便快速。
短句来源
     Analysis of bearing ability heavy Load cold die against compression load
     重负荷冷作模具的承压能力分析
短句来源
     Results ①The maximum stress of the intact femur under the compression load was on the lower 1/3 of shaft.
     结果①在承重载荷下,全股骨模型的股骨干中下1/3处的应力最大,两种骨折模型的股骨干应力集中部位位于距主钉末端4mm的远侧部位。
短句来源
     Based on the experiments of nine Carbon Fiber Reinforced Polymer (CFRP) sheet confined and three reference plain concrete square columns, with the dimensions of 100mm×100mm × 300mm, under axial compression load, the influence of carbon fiber characteristic - value and initial axial force on the behavior of CFRP sheet confined concrete is investigated.
     通过9个尺寸为100mm×100mm×300mm(长×宽×高)碳纤维布横向缠绕加固混凝土方柱和3个同条件的索混凝土方柱的一次受压应力-应变关系试验,对比研究了纤维特征值和初始轴压力对混凝土方柱强度和延性的影响。
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  compression load
To measure screw starting load, torque and displacements, a test apparatus was developed utilizing a modified drill press with the capability to measure in-line torque, axial compression load, and axial displacement.
      
At 10,000-lb compression load, a fluidic pressure change of 425×10-6 psi (2.93 Pa) was measured.
      
The bending strength estimated from the axial displacement and the compression load coincided with the bending strength estimated from the deflection and the compression load.
      
Etching and bi-refringence patterns indicate that slip on {110}, {112} and {123} can be activated depending on the orientation of the compression load.
      
It is found that two forms of local surface buckling correspond to one critical compression load.
      
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The method of converting relative cover depth is proposed in this paper, thus the number of calculating parameters is reduced for reinforced concrete sections subjected to biaxial bending and compression. With the aid of the design charts attached herein, the reinforcement of these sections can be designed directly. Furthermore, suggestion for improving the formula of the strength for the section subjected to compression load with small eccentricity in the current code TJ 10-74 is also made in this paper....

The method of converting relative cover depth is proposed in this paper, thus the number of calculating parameters is reduced for reinforced concrete sections subjected to biaxial bending and compression. With the aid of the design charts attached herein, the reinforcement of these sections can be designed directly. Furthermore, suggestion for improving the formula of the strength for the section subjected to compression load with small eccentricity in the current code TJ 10-74 is also made in this paper.

本文提出了换算相对保护层厚度的方法,减少双向偏心受压构件的计算参数,编制了计算图表,使能直捷进行这类构件的配筋设计。此外,还对钢筋混凝土结构设许规范TJ 10-74中的小偏心受压构件强度计算公式,提出了改进建议。

From analyses of a large amount of well data and application of the theory of plastic flow with reference to the geologic features of the basin, the cause of frequent premature casing failure in the Jianghan salt-lake basin is studied. It is pointed out that when a plastic rock like rock salt is buried to a certain depth, the gravity loading pressure of the overburden may, under the action of differentiation, result in a plastic flowing pressure of 0.24 kg/cm~2 commensurate to that for an average of each meter...

From analyses of a large amount of well data and application of the theory of plastic flow with reference to the geologic features of the basin, the cause of frequent premature casing failure in the Jianghan salt-lake basin is studied. It is pointed out that when a plastic rock like rock salt is buried to a certain depth, the gravity loading pressure of the overburden may, under the action of differentiation, result in a plastic flowing pressure of 0.24 kg/cm~2 commensurate to that for an average of each meter of burial of the overburden. The author believes that the resulting lateral compression stress in excess of the compression load of casing is the primary csuse of the frequent premature casing failure in Jianghan. He therefore proposes to raise the compressibility coefficient of the casing for the rock-salt section to 0.24 Kg/cm~2/meter as a principal preventive measure to be introduced in Jinaghan.

本文针对江汉油田开发中过多,过早的发生套管损坏的问题。根据大量套管损坏井的实际资料,运用聚类分析方法和塑性流动理论,结合江汉盐湖盆地的地质特征,参考有关文献,指出当岩盐等可塑性岩类埋藏达到一定深度时,其上覆地层的重力载荷压力,在差异人作用下,使岩盐产生相当于上覆地层平均每米深度0.24公斤/厘米~2的塑性流动压力。所形成的侧向挤压应力,超过套管抗挤负荷,是造成江汉油田套管过多、过早损坏的主要原因。并提出将岩盐井段的套管抗挤系数提高到0.24公斤/厘米~2/米,作为防止套管损坏的主要措施。这对具有岩盐等可塑性岩类的油田或地区具有一定参考价值。

Based on the test results of masonry specimens of small pumice concrete hollowed-block under load axial compression load, an analysis on the behavior of the masonry under Load, its failure characteristics and factors aff ecting the strength of the masonry is conducted.An expression for predicting axial compressive strength is recommended.

本文根据浮石混凝土小型空心砌块砌体轴心受压试验结果,分析了这种砌体的受力性能、破坏特征以及影响强度的因素,并给出了砌体轴压强度的计算公式.

 
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