徐变变形的英文

• time deformation

• "徐"英文翻译    slowly; gently
• "变"英文翻译    become different; change
• "变形"英文翻译    be out of shape; become defo ...
• "徐变变形 随时间而发生的变形" 英文翻译 :    timedeformation
• "切变变形" 英文翻译 :    shearing strain
• "蠕变变形" 英文翻译 :    creep deformation; creep forming; creep strain
• "地转切变变形" 英文翻译 :    geostrophic shearing deformation
• "蠕变变形材料" 英文翻译 :    creep-strained material
• "晶格的不变变形" 英文翻译 :    lattice invariant deformation
• "蠕变变形试验仪" 英文翻译 :    creep deformation tester
• "徐变" 英文翻译 :    creep strain; creepage
• "蠕变变形与时间曲线" 英文翻译 :    creep strain-time plot
• "bang变变变" 英文翻译 :    bang bang
• "超级变变变" 英文翻译 :    kasou taishou
• "比徐变" 英文翻译 :    specific creep
• "徐变；蠕变" 英文翻译 :    creep
• "徐变线" 英文翻译 :    line of creep
• "变男变女变变变" 英文翻译 :    soowitch; switch
• "持续徐变" 英文翻译 :    steady creep
• "初始徐变" 英文翻译 :    primary creep
• "钢筋徐变" 英文翻译 :    creep of steel
• "航线徐变" 英文翻译 :    track crawling
• "回愎徐变" 英文翻译 :    recovery creep
• "混凝土徐变" 英文翻译 :    concrete creep; creep of concrete
• "无徐变的" 英文翻译 :    creepless

• Analysis of creepage and deformation of ballastless track beam for jinbin light rail
  津滨轻轨无碴轨道桥梁徐变变形分析
• By on - site experiment to reinforced columns during the construction period , the columns " total strain including shrinkage and creep in construction circumstance was obtained , and curves of strain development was made
  本文通过对在建工程的钢筋混凝土柱进行施工期间的包括收缩徐变变形值的现场测量，得到施工条件下钢筋混凝土柱应变发展曲线，其结果具有现实意义。
• And these changes will affect the stress and strain of the structure , then the deflection . the deflection upwards exceeding reasonable value will bring difficulty for high speed running and increase the impact effect , causing the intensive shake of the bridge
  混凝土的收缩徐变变形及预应力钢束的松弛是与时间有关的变形性质，它们随时间的变化会引起结构中应力应变的变化，进而导致结构的挠度变化。
• The results showed that the long - term deformations of beams strengthened with cfrp laminates are less than the deformations of plain beams by 6 % 16 . 5 % . on the same long - term load , with the process of strengthening changed , the creep deformations of strengthed beams were different
  结果表明: cfrp布加固梁徐变比普通混凝土梁减少6 % 16 . 5 % ,并且相同的长期荷载作用下,加固历程不同,其徐变变形也不同。
• The temperature field and thermal stress are derived through the finite element analysis . according to consideration of restriction and creep deform in mass concrete , the temperature field and thermal stress are simulated through the finite element program ansys
  并考虑混凝土的内外约束及混凝土的徐变变形，用有限元法求解混凝土不利面的温度应力，并用大型有限元软件ansys对温度场和应力场进行了模拟。
• 4 . the recurrence formula of the creep strain is the key of fem calculation of creep stress . in this paper the exponential function is used to figure the creep strain , and the recurrence formula of 3d creep strain at any periond of time is derivated
  徐变变形递推计算公式是温度徐变应力有限元计算实现的关键所在，本文用指数函数式表示徐变度，在此基础上，对三维空间问题徐变变形进行了研究，推导了任一时段徐变增量的递推计算公式。
• Using the time dependent finite element method of age - adjusted effective modulus , the author calculates the deflection which is induced by shrinkage and creep in a continuous rigid frame bridge of urban rail transit , and further compares with the site test result , the conclusion is very meaningful
  摘要采用按龄期调整有效模量的时变分析有限元法，对城市轨道交通预应力混凝土连续刚构桥的收缩徐变变形进行了理论计算，并与实测结果进行了对比分析，结果表明理论计算是可信的。
• In the end , the steel - reinforced concrete arched bridge ( chun ' an weiping bridge ) , which span is 198m , is analyzed by the proposed three - dimensional nonlinear finite element method and also those gained conclusions are directly adopted in the computation . the universal stability coefficient and nonlinear buckling stability coefficient of the bridge are respectively computed , in which the dead load and the live load are assembled according to the criterion . on the other side , the regularities of creep deformation and subsidiary stress of the investigated bridge under the first - stage dead load are carefully researched
  最后，将本文所提出的三维非线性分析方法及其主要研究成果直接应用于198m跨劲型骨架式钢管混凝土拱桥“淳安威坪大桥”的分析计算中，对该桥在最不利恒载和活载组合下的一般特征值失稳系数和非线性屈曲系数进行了对比研究，并对一期恒载长期作用下该桥的徐变变形、附加应力以及截面应力、应变重分布规律分别进行了深入研究。
• Hyperbola model of mgo - mixed concrete ' s autogeny deformation , especially deduce of the model ' s parameter and building process of the model are analyzed in detail . ( 2 ) calculating method of autogeny deformation and creep are discussed . based on these , timely - simulation theory of dam body ' s temperature field stress field and pre - process back - process method are mainly studied
  ( 2 )对mgo混凝土的自生体积变形及徐变变形的计算方法进行了探讨，在此基础上，重点研究了坝体温度场和应力场实时仿真的原理以及前后处理方法。