interface temperature meaning in Chinese
界面温度
Examples
- 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。