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interface temperature中文是什么意思

  • 界面温度

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  • 例句与用法
  • The relationship of interface temperature and interface bonding strength of aluminum alloy - steel transition joints in welding is analyzed through simulative heating treatment tests
    摘要通过模拟热处理试验,分析了焊接时界面温度与界面结合强度的关系。
  • Through interface temperature stress theory countsthe mathematical formula to under the temperature and the load together functionthe analysis , may clear knowing the frp sheet in the two to reinforced theconcrete beam the interface stress distributed form together
    通过对温度和载荷共同作用下界面温度应力理论计算式的分析,可以清楚的知道在二者共同作用frp片材补强混凝土梁的界面应力的分布形式。
  • Ultrasonic plastic welding theory is generated by the generator 20khz or 15khz pressure , high - frequency signals , the system can be adopted for the high - frequency signals into mechanical vibrations , and in plastic products working , through working surface and internal friction among elements spread by the department of the interface temperature , when the temperature reached the melting point of her own , that the working interface rapid melting , and then fill in the gaps between the interfaces when shock stop working at a certain pressure and cooling will be a perfect welding
    的高压高频信号通过换能系统,把信号转换为高频机械振动,加于塑料制品工件上,通过工件表面及内在分子间的磨擦而使传处到接口的温度升高,当温度达到此工件本身的熔点时,使工作接口迅速溶化,继而填充于接口间的空隙,当震动停止,工件同时在一定的压力下冷却定形成完美的焊接.点击数: 723录入时间: 2006 - 5 - 14
  • In this paper i have done several worksuch as : coefficient of thermal expansion of frp sheet is larger different thanthat of the concrete . the interface of frp sheet reinforced concrete will producetemperature stress under the circumstance of temperature difference . i n order todesign the reinforced structure and evaluate safely , it is very significant toanalyse the interface temperature stress and to find the changing law of interfacetemperature stress
    本文重点分析了frp片材补强混凝土梁界面温度应力分布理论,解决补强方面的一些工程问题,主要完成了以下几个方面的研究工作:首先, frp片材的热膨胀系数与混凝土的热膨胀系数相差较大,在环境温差作用下, frp片材补强混凝土界面将产生界面温度应力,正确分析界面温度应力和界面应力变化规律,对补强结构设计和安全评价具有重要的意义。
  • Moreover the findings also indicatedthe interface temperature stress and the basis concrete rigidity relations is not big . then , the stress distributing under load is studied , passing the four - pointbending model to analyse the interface stress under load , and giving the limitload expression of rupture destroying . analysis the interface stress under the thetemperature and stress action
    其次,研究了在载荷作用下界面应力分布,通过经典的4点弯曲模型对在载荷作用下的界面应力进行了分析,给出了frp片材发生断裂破坏时的极限承载力表达式,并综合考虑了温度和载荷共同作用下界面应力分布问题。
  • In order to carries on the theoretical calculation to theinterface temperature stress , therefore established the frp sheet reinforcedconcrete beam interface temperature stress quantitative evaluation formula . inorder to confirm the theory the rationality , this paper designed cfrp , gfrp , thekevlar textile fiber has been certain difference in temperature and in the differentlayer interface temperature stress , moreover also has studied in the same layerand temperature difference of the interface temperature stress
    为了对界面温度应力进行理论计算,所以建立了frp片材补强混凝土梁界面温度应力定量计算公式,为了验证理论的合理性,本文设计了cfrp 、 gfrp 、 kevlar纤维在温差一定和不同层数情况下界面温度应力,另外还研究了层数温差不等的情况下界面温度应力。
  • ( 4 ) thermal pipelines are important parts of concentrated heat supply of the thermoelectricity combination . according to the thermal lube service prospect , the paper calculates thickness of the buried steam pipe , proposes a new opinion of the interface temperature controlling method , and also attempt to determine the resistance loss of the minimal steam tubes and wrote its program
    ( 4 )热力管网是热电联产集中供热系统的重要组成部分,本文根据热力管道的发展趋势,对直埋蒸汽管道的保温层厚度计算,提出采用界面温度控制法的见解,并进行编程计算,此外,还对直埋蒸汽主管道阻力损失进行编程计算的尝试。
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Last modified time:Fri, 15 Aug 2025 00:29:56 GMT

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