temperature damage中文是什么意思

• 热损伤

• "temperature"中文翻译    n. 1.温度，气温。 2.体温。 3.〔口语〕发烧，高 ...
• "damage"中文翻译    n. 1.损害，损伤；〔口语〕伤害，毁坏。 2.〔口语〕 ...
• "high temperature damage" 中文翻译 :    高温害
• "damage" 中文翻译 :    n. 1.损害，损伤；〔口语〕伤害，毁坏。 2.〔口语〕费用，代价。 3.〔pl.〕 【法律】 赔偿损失；赔偿金。 What's the damage? 〔口语〕要花多少钱？ a claim for damages 赔偿损失的要求。 costs and damages 讼费和损害费。 I will stand the damage. 我来掏腰包好啦。 do [cause, inflict] damage to 损害。 sustain great damage 受到重大损害。 vt. 损坏(房屋等)，损伤；毁坏(名誉等)。 damage one's reputation 毁坏名誉。 vi. 被损害。 adj. -able 易受损害的。
• "the damage to" 中文翻译 :    对……的毁坏
• "to damage" 中文翻译 :    破坏
• "damage (damage)" 中文翻译 :    伤害力
• "t temperature" 中文翻译 :    温度
• "temperature" 中文翻译 :    n. 1.温度，气温。 2.体温。 3.〔口语〕发烧，高烧。 have [run] a temperature 〔口语〕(体温)比正常高，发烧。 take one's temperature 量体温。
• "t＝temperature" 中文翻译 :    温度
• "abrasive damage" 中文翻译 :    磨伤
• "acceptable damage" 中文翻译 :    可接受的损害
• "accident damage" 中文翻译 :    意外事故损坏; 意外损坏
• "accidental damage" 中文翻译 :    偶然损坏; 意外的损害意外事故险; 意外损害; 意外损坏[伤; 意外损失
• "accumulated damage" 中文翻译 :    累积损伤
• "actinic damage" 中文翻译 :    光化损伤
• "actual damage" 中文翻译 :    实际损害; 实际损坏; 实际损失
• "additional damage" 中文翻译 :    附加的破坏
• "advice of damage" 中文翻译 :    损坏通知，破损通知
• "after damage" 中文翻译 :    后遗灾害
• "agricultural damage" 中文翻译 :    农业损害
• "agrochemical damage" 中文翻译 :    农药害
• "airblast damage" 中文翻译 :    空气冲火伤
• "aircraft damage" 中文翻译 :    飞机损坏
• "alkali damage" 中文翻译 :    碱性损害

• 4 . the temperature damage experiment about mixture of cements , stones and concrete is carried out for the first time . principle that the damage changed with the temperature is analyzed
  进行了水泥砂浆，夹石及混凝土试件温度损伤试验研究，分析了混凝土在升温与降温过程中损伤随温差的变化规律。
• The impacts of low temperature to rice seedling are analyzed , the results show that the middle and third decade of april are the crucial period of < 12 low temperature damage , the first and second decade of may are the crucial period of reverse spring cool damage
  分析了低温对水稻育秧的影响， 4月中下旬是秧苗受12低温危害的关键时期， 5月上中旬是秧苗受倒春寒危害的关键时期。
• Damage finite element , which can be calculated by rupture - damage finite element program , is applied to arch construction to calculate damage field and stress field with damage character considered , hi the program temperature damage developing equation is presented
  损伤有限元计算是在已有的断裂一损伤有限元的程序中加入本文给出的温度损伤演变方程，以实现了温度损伤及考虑损伤后应力场的计算。
• The compatibility and harmony among workability , mechanical grade and durability are optimized , with the ground of adjusting composition and dosage of fd - 1 ; after analyzing anti - freezing damage mechanism , it is concluded that temperature is main factor , which affects structure and property of concrete . after two processes of temperature - elevation of hydration heat and temperature - descent of cold - environment , there is original damage in concrete and its existence leads to temperature fields , as results in temperature damage on transition phase > aggregate and cement mortar of concrete
  通过对负温混凝土早期防冻分析研究认为，环境温度对混凝土的结构形成及其性能的影响十分突出，水泥水化温升和环境散热降温两个过程导致混凝土结构内部产生不均匀温度场，对过渡相、水泥砂浆以及骨料都能产生不同程度的温度损伤，产生内部温差应力裂纹，初始损伤也是不可避免的。
• Focusing on the micro construction of concrete materials , some research has been done . based on the former accomplishment and two theories : fraction mechanics and damage mechanics , the thermal damage model is established . the temperature damage developing equation is presented , as well as the calculation of arch construction
  本文在总结前人研究成果的基础上，从混凝土材料组成的微细观角度出发，应用混凝土断裂力学和损伤力学理论对混凝土材料在温度荷载作用下的损伤问题进行了理论与试验研究，提出了混凝土温度损伤模型，并导出了混凝土温度损伤演变方程，最后用损伤有限元对拱型结构进行了数值计算，论文的具体内容如下： 1
• Finally , the distribution discipline of the cyclic changing temperature damage factor under the conditions of low temperature through the equivalent assumption and energy equivalent model based on damage mechanics theory . the fatigue life of the 4cm depth sawed cracking road is obtained under the conditions of - 15 based on the shenyang - dalian highway . in this paper , the inhomogeniety of asphalt concrete resulting from temperature change is considered , when the influence of the temperature change on the semi - rigid asphalt pavement concrete is analyzed
  最后，基于损伤力学理论，通过等效应变假设原理和能量等价模型，得到低温下循环变温损伤因子的分布规律，以沈阳?大连高速公路的预锯缝为工浙江大学博士学位论文广义荷载作用下道路与软基共同作用研究王金昌2003年5月程背景，预测了4cm深的锯缝在一巧路表变温作用下的疲劳寿命。