整体温度 meaning in Chinese
bulk temperature
Examples
- With piston - cylinder liner in diesel engine taken as an example , the temperature distribution and its variability with cyclic time of the component were simulated , and the calculation results were compared with the test data
以柴油机活塞缸套为对象，采用耦合传热方法对其整体温度分布以及温度随循环时间的变化规律进行了仿真计算，并与实测数据进行了比较。 - Finally , this paper has investigated the relation between the thickness of piston head and temperature field , thermal stress : the whole temperature field will rise while the thickness has been reduced . the temperature difference will also go up
最后，本文研究了活塞顶部厚度对活塞温度场和热应力的影响规律：活塞顶部厚度越小，活塞的整体温度将要升高，活塞顶部与活塞内腔的温差也要增大。 - The contents include : based on the previous research and the data of experimentations , the author researches and develops a kind of satisfactory semi - empirical formula of nonlinear temperature distribution , and calculates the temperature stress of rigid - framed arch bridge by the fem . the temperature effects of bridge structure by annual and sunlight temperature difference are discussed , it indicates that the temperature effect of annual temperature difference is small but the temperature effect of sunlight temperature difference is great and the temperature stress along beam depth resulted from sunlight temperature difference is nonlinear . with the comparison between the temperature effects of different position of bridge , the results show that where the section of bridge is small , the temperature stress of it is large
本文主要包括以下内容：从理论上研究并结合实测资料发展了一种比较理想的半经验温度场非线性分布公式，并将有限元方法应用于刚架拱桥结构温度应力的计算中，对桥梁结构进行整体温度应力分析；讨论了年温差和日照温差引起的桥梁结构的温度效应，表明年温差引起的温度效应较小，而日照温差引起的温度应力较大且沿梁高呈非线性分布；分析比较了桥梁结构各个部位的温度效应的大小，可知截面越小温度拉应力越大，受力越不利；并对箱梁结构由于构造不同引起的纵向与横向的温度效应大小进行了探讨，发现在顶板下缘也会出现相当大的温度拉应力，并且梗腋的存在反而增加了顶板底部的温度拉应力；还对几种相近的刚构式桥型的温度效应进行了分析对比，总结了这些桥型针对温度效应的优劣，并提出相应的针对性措施。 - 3 the analysis of temperature effect of super - length tall buildings finite element analysis method is applied in temperature stress calculating problems of super - length tall buildings to make the integral temperature stress analysis in order to overcome the shortages of considerable errors resulted from the simplified hand - made calculating method in the past , and the lacks of structural integrality coming from the local calculations of each component and the other problems similarly involved
三温度对于超长高层结构影响的整体分析运用有限元方法计算超长高层建筑结构的温度应力，对超长高层建筑结构进行整体温度效应分析，发挥了有限元方法计算能力强、精度高、适用范围广的特点，克服了简化手算方法误差较大、构件局部计算缺乏结构整体性等不足。