温度变形的英文

• temperature deformation
• thermal deformation

• "温度"英文翻译    temperature
• "变形"英文翻译    be out of shape; become defo ...
• "长度变形" 英文翻译 :    length deformation
• "厚度变形" 英文翻译 :    thickness strain
• "角度变形" 英文翻译 :    angular distortion
• "日温度变化" 英文翻译 :    diurnal temperature variation
• "温度变程" 英文翻译 :    course of temperature; march of temperature; marchoftemperature; temperature march
• "温度变动" 英文翻译 :    temperature change; temperature fluctuation; temperature variation curve
• "温度变幅" 英文翻译 :    range of temperature; temperature fluctuation
• "温度变化" 英文翻译 :    change of temperature; shift in temperature; temperature changes; temperature fluctuation; temperature shift; temperature traverse; temperature variation; thermal movement; variation in temperature
• "温度变送器" 英文翻译 :    temperature transmitter
• "阻温度变化" 英文翻译 :    tvr temperature variation of resistance
• "强度变形特性" 英文翻译 :    strength deformation characteristics; strength-deformation characteristic
• "表面温度变化" 英文翻译 :    superficial alteration
• "等压温度变化" 英文翻译 :    isobaric temperature change
• "电阻温度变化" 英文翻译 :    temperature variation of resistance; tvr
• "绝热温度变化" 英文翻译 :    adiabatic temperature change; adiabatictemperaturechange
• "每日温度变化" 英文翻译 :    daily temperature change
• "年度温度变化" 英文翻译 :    annual temperature change
• "温度变动曲线" 英文翻译 :    temperature variation curve
• "温度变化幅度" 英文翻译 :    temperature range limit
• "温度变化曲线" 英文翻译 :    curve of temperature variation; moisture curve; temperature curve; temperature variation curve
• "温度变化试验" 英文翻译 :    change of temperature test
• "温度变化梯度" 英文翻译 :    temperature rate of change
• "温度变化系数" 英文翻译 :    temperature varying coefficient

• Therefore well controlling of difference in temperature and temperature strain are important measures on concrete cracking control
  因此，控制好内外温差和温度变形是防止大体积混凝土出现裂缝的重要方法。
• At the primeval moulded time , cracks are mainly caused by temperature shrinkage and autogenous shrinkage , after that , it is mostly caused by dry shrinkage
  混凝土浇筑初期开裂主要是温度变形和自收缩引起，后期开裂则主要是因干缩所致。
• In this paper , the pier - wall models respectively built with steel - fiber concrete and ordinary concrete were tested for revealing their early bebaviors of thermal strain and thermal stress caused by adiabatic heating
  为此进行了钢纤维混凝土和普通混凝土2个墩墙结构的模型试验，比较了二者的温度及温度变形的特性。
• Using large - scale current finite element software algor , the author builds 3d finite element models for the five project , and analyzes flexural , temperature deform and natural frequencies of the five guideway girder projects
  运用大型通用有限元分析软件algor ，对五种可能轨道梁结构方案建立有限元空间分析模型，进行挠度、温度变形及自振特性的对比分析。
• The expression of calculating the horizontal difference in temperatures t is provided . the equation of the super - length tall buildings with the temperature distribution is formulated , and also the relevant solving strategies are provided
  给出了超长高层建筑结构在各种温度作用下温度变形、温度内力（应力）的数值范围、分布状况及在对比模型中各构件中温度内力、变形的变化情况，从中找出减小结构温度内力的方法。
• However , unsatisfactory results were obtained under the following conditions : discharge tube covered with glass cover , thermal dispersion conditions not as effective , thermal expansion of the discharge tube restricted by the co - axis glass cover ( longer preheat time , lower anti - interference )
  在放电管外有玻璃罩，散热条件差；放电管温度变形受外玻璃罩约束的同轴式管子上则效果不理想(预热时间较长，抗干扰能力不如前者) 。
• Based on the recent reserch at home and abroad , the frc application in civil engineering were discussed . it included : the smart cfrc based on piezoelectricity , the temperature deformation control of synthetic frc structure , and the basic mechanical properties of frc . however , few reports concentrated on energy dissipation of flexible frc structure
  这些研究涉及到各个方面，包括碳纤维混凝土压电等机敏性的研究、合成纤维混凝土结构温度变形控制的研究以及纤维混凝土基本力学性能和大型工程应用的研究等，而关于柔性纤维混凝土结构的能量耗散方面的研究较少。
• In the aspect of improving the cracking feature , compatibility and flexibility , the author has done experiments , including strength , modulus of elasticity experiments , and design some experiments similar to the practical structure and circumstance including adhesion strength between fresh mortars and old ones , between mortar and polystyrene board , mortar shrinkage in concrete circle , mortar shrinkage at different strength and different polymer - cement ratio , and temperature deformability at different strength and different polymer - cement ratio on mortars , on different type of formwork and on mortars with different type of formwork
  在改善砂浆抗裂性、提高柔韧性和协调变形能力方面，进行了不同聚合物掺量的强度试验、弹性模量试验；设计了与模网混凝土实际结构和情况相接近的新老砂浆粘结强度试验、砂浆与苯板的粘结试验以及混凝土环中的砂浆收缩试验；进行了不同强度、不同聚合物掺量下的砂浆干缩变形试验、温度变形试验，以及不同结构形式的钢网自身温度变形试验和配有钢网的砂浆温度变形试验。
• On the basis of the primary concepts of thermal conduction and thermal physical property of concrete material , the distributions of temperature in concrete structures are discussed in this thesis , the causes resulting in temperature - effected deformation and internal forces in the elements of the structures are analyzed . moreover , the practical approaches , such as continuous method , iteration method , finite element method , are suggested to calculate the deformations and internal forces above
  本文从混凝土的热物理特性和热传导的基本概念出发，讨论了混凝土结构中的温度分布规律，分析了高层建筑结构中温度变形和温度内力产生的原因，并介绍了高层建筑结构中温度变形和温度内力计算的实用方法，包括连续化法，迭代法及有限单元法。
• This dissertation mainly has a research on the control of temperature stress and temperature strain in super thick mass concrete planceer of high - rise building . because the cracks of super thick mass concrete planceer of high - rise building is mainly caused by temperature stress and temperature strain , we have an emphasis research at the change of the temperature stress of super thick mass concrete planceer , study the construction technique how to prevent mass concrete planceer from appearing the crack ' s , and provide a viable fulfillment experience
  本文以高层建筑超厚底板大体积和混凝土结构施工中的温度应力和温度变形控制为研究对象，针对高层建筑超厚底板产生裂缝的主要原因是温度应力和温度变形这一特点，重点研究底板大体积混凝土温度应力产生和变化的机理，探讨防止底板大体积混凝土出现裂缝的施工技术，提供切实可行的实践经验。