大高径比塔设备的结构强度和诱导振动分析
[Abstract]:In recent years, the number of tower equipment in petrochemical industry is increasing year by year, and with the need of production, the height of tower equipment will increase again, and the equipment with a ratio of height to diameter more than 15 will increase year by year. Petrochemical industry production plants in China are built in southeast coastal areas and high-altitude areas, so the year-round wind load. Wind induced vibration caused by tower equipment damage, failure and can not be put into use more and more, so the study of large neck ratio tower equipment vibration reduction measures have a certain engineering significance. In this paper, the mechanism of wind-induced vibration and the measures to reduce vibration amplitude are briefly introduced, and then the mechanism and effect of the tuned mass damper (Tuned Mass Damper,TMD) in reducing vibration amplitude are studied. In this paper, a petrochemical tower with a height of 52 m, an inner diameter of 2.6 m and a cylinder thickness of 20mm is taken as the research object. The structural stress intensity of the tower is checked by using ANSYS numerical simulation software, and the cycle times are allowed to be calculated. The natural frequency is used to calculate the harmonic response. Based on the vibration reduction mechanism of TMD and the problems in practical application of TMD, a ring tuned mass damper is designed. The effect of reducing vibration amplitude is analyzed by mechanical analysis and numerical simulation. The main conclusions of this paper are as follows: (1) the strength of tower equipment and the number of loading cycles in this paper are in accordance with the JB/T 4732-1995 Standard for Analysis and Design of Steel pressure vessels (confirmed in 2005). (2) the maximum amplitude of tower equipment under wind-induced vibration is obtained. 1598mm, some measures must be taken to reduce its amplitude. (3) the mass ring tuned mass dampers designed in this paper need not consider the layout scheme. The static harmonic response of the tower equipment is analyzed. The results show that the maximum vibration amplitude of the tower installation is 235mm, and the reduction ratio is 85.3 mm. Therefore, the circular TMD designed in this paper is designed. The structure has good effect of reducing vibration amplitude.
【学位授予单位】:北京化工大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:TQ053.5;TE65
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