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Performance enhancement of filled-type solar collector with U-tube 被引量:1
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作者 梁若冰 张吉礼 +1 位作者 赵亮 马良栋 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第3期1124-1131,共8页
In order to increase the efficiency of solar collector, a methodology is proposed based on the analysis of its influencing factors, such as thermal conductivity of filled layer, structure forms of filled layer and hea... In order to increase the efficiency of solar collector, a methodology is proposed based on the analysis of its influencing factors, such as thermal conductivity of filled layer, structure forms of filled layer and heat loss coefficient. The results of analysis show that the heat transfer between pipes in evacuated tube is one of the most important factors, which can lead to the decrease of the outlet temperature of working fluid. In order to eliminate the negative influence of the heat transfer between pipes, the hollow filled-type evacuated tube with U-tube(HUFET) was developed, and the heat transfer characteristics of HUFET were analyzed by theoretical and experimental studies. The results show that the thermal resistances decrease with the increase of the thermal conductivity of filled layer. When the thermal conductivity is over 10 W/(m·K), the change of thermal resistances is very little.Furthermore, the larger the thermal conductivity of filled layer, the less the rate of the energy transfer between the two pipes to the total energy transfer, which is between the absorber tube and the working fluid. There is a little difference between the efficiencies of HUFET and UFET, with the efficiency of HUFET 2.4% higher than that of UFET. Meanwhile, the validation of the model developed was confirmed by the experiment. 展开更多
关键词 performance enhancement filled-type evacuated tube U-tube
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韩江北桥主桥结构动力特性分析
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作者 廖泽强 《广东交通职业技术学院学报》 2009年第3期42-47,共6页
文中以韩江北桥主桥五跨连续无风撑斜靠式钢管混凝土系杆拱桥为研究对象,论述了无风撑斜靠式钢管混凝土系杆拱桥结构动力性能分析理论。利用大型通用有限元计算软件ANSYS建立该桥空间三维分析模型,采用子空间法分析结构的动力性能,确定... 文中以韩江北桥主桥五跨连续无风撑斜靠式钢管混凝土系杆拱桥为研究对象,论述了无风撑斜靠式钢管混凝土系杆拱桥结构动力性能分析理论。利用大型通用有限元计算软件ANSYS建立该桥空间三维分析模型,采用子空间法分析结构的动力性能,确定成桥状态下的自振频率与振型。同时利用钢管混凝土结构设计规程及相关设计理论,对该桥的动力特性进行分析。 展开更多
关键词 钢管混凝土拱桥 有限元法 动力特性 斜靠式
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