压应变的英文

• compression strain
• compressional strain
• compressive strain

• "压"英文翻译    press; push down; hold down; ...
• "应变"英文翻译    meet an emergency
• "承压应变" 英文翻译 :    bearing strain
• "挤压应变" 英文翻译 :    packing strain; racking strain
• "混凝土极限压应变" 英文翻译 :    ultimate compressive strain of concrete; unbonded prestressed concrete structure
• "平面压应变试验" 英文翻译 :    plain-strain compression test
• "压应力" 英文翻译 :    compre ive stre; compre ivestre; compressing stress; compression stress; compressional stress; compressive resistance; compressive stress; crushing stress; pressure stress; stress
• "应变" 英文翻译 :    1.(应付突然发生的事情) meet an emergency 随机应变 adjust to changing circumstances; act according to circumstances; 有应变之才 rise to the emergency; 教他们如何应变 teach them how to act in emergency2.[物理学] strain; 应变措施 emergency measure; 应变计 strain gauge; strainometer; strainmeter; extensometer
• "比压应力" 英文翻译 :    specific compressive stress
• "表面压应力" 英文翻译 :    compressive stress at surface
• "残余压应力" 英文翻译 :    rasidual compressive stress; residual compressive stress
• "承压应力" 英文翻译 :    bearing pressure; bearing stress
• "垂向压应力" 英文翻译 :    vertical compressive stress
• "垂直压应力" 英文翻译 :    vertical compressive stress
• "单轴压应力" 英文翻译 :    einachsige druckbeanspruchung uniaxial compression load
• "当量压应力" 英文翻译 :    equivalent compressive stress
• "地压应力" 英文翻译 :    lithostatic stress
• "电压应力" 英文翻译 :    voltage stress
• "电压应力坡" 英文翻译 :    voltage-stress gradient
• "法向压应力" 英文翻译 :    direct compressive stress
• "风压应力" 英文翻译 :    wind stress
• "合成压应力" 英文翻译 :    resultant compressive stress
• "恒压应力" 英文翻译 :    constant voltage stress
• "挤压应力" 英文翻译 :    extrusion stress; racking stress
• "静液压应力" 英文翻译 :    hydrostatic stress; hydrostatic tension

• Ultimate compressive strain of concrete
  混凝土极限压应变31
• 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。
• 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。
• Precompressed rings . each braided graphite ring is preformed and compressed to 4 , 000 psi ( 275 bar ) at installation to ensure extreme tightness at high packing strain
  预压环。每个辫状石墨环在安装时都经过预制和在4 , 000psi ( 275bar )压力下压缩，以保证在包压应变下保持最大的紧固。
• 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。
• Based on the previous and through the uniaxial tension damage experiment and comparing to the uniaxial compression damage experiment , the paper makes research on the anisotropism of the damage and the difference of the damage between the uniaxial tension and the uniaxial compression , combining with orthogonal anistropic damage model and exponent function damage developing equation . through the formulae deduction , the damages caused by the same absolute value tension and compression strain have the comparing character in some extent and corresponding decay coefficient
  本文在前人研究的基础上，通过单轴拉伸损伤试验，及其与单轴压缩损伤试验的比较，进一步结合正交异性损伤模型与指数函数损伤演变方程，对混凝土体中损伤的各向异性以及单轴拉伸和单轴压缩情况下损伤的差异性进行了研究探讨，经过公式推导，提出绝对值相等的拉、压应变产生的损伤具有一定的可比性，并给出了进行可比性换算的折减系数。
• 3 ) the average - strain of cross - section still can be assumed to be keep - in - plane within the whole loading procedure ; the theoretical moment - curvatures obtained by the cross - section keep - in - plane is consistent with the experimental ones . 4 ) the analytical flexural bearing capacity and cfrp - strain are more accurate by assuming the concrete ultimate strain to be 0 . 07 instead of 0 . 0033 ; 5 ) limiting the cfrp - strain under 0 . 01 is reasonable to evaluate the flexural bearing capacity of rc beams retrofitted with cfrp ; 6 ) the initial load is hardly influence the flexural bearing capacity of cfrp - strengthened rc beams
  取混凝土的极限压应变0 . 007代替0 . 0033进行计算的结果能更准确地评浙江大学硕士学位论文2004摘要价加固梁的抗弯承载力和cfrp应变; 5 .在计算cfrp加固梁的抗弯承载力时，限制cfrp的应变在0 . 01以内的措施是恰当的; 6 .梁所承受的荷载的大小对加固后梁的抗弯承载力影响不大。
• On the basic of former research men ' s experience , 18 experimental members ( including 9 simple beams and 9 restrained beams ) are designed and tested . in the experiment , phenomena are observed and record by taking photos in the whole process from the first crack appears to test members crash completely , experimental data is attained including load values of crack - appear load , critical load and terminal load , stress values of reinforcing steel bar stress , compressed concrete stress and beam flank stress and values of deflection etc . by analyzing the crack ' s appearing and developing form and stress values of concrete and steel bars , the crash modes of test beams are defined ; shearing force - deflection curves are contrasted and analyzed ; the effects on shear strength of the three factors as shear span ratio , concrete strength and restraining moment are also analyzed
  借鉴已有试验的经验，本文设计和完成了对18根超高强混凝土无腹筋梁（包括9根简支梁和9根约束梁）在集中荷载下抗剪强度的试验，观察了试件从裂缝出现到完全破坏失去承载能力全过程的试验现象并通过拍照进行记录，获得了试件的斜裂缝出现荷载、临界斜裂缝荷载和极限荷载等荷载值和纵筋应变、混凝土受压应变和梁侧混凝土应变等应变值以及挠度值等。

• 压应变的日语：あっしゅくひずみ