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Two methods to analyse hyperbolic cooling towers with local imperfections are presented. One method relies on the finite element technique. For this a specialized finite-element program, which can model any arbitrary imperfections while retaining the advantage offered by the basically axisymmetric nature of the shell, was developed. The other method is an approximate procedure, which may be implemented with a purely axisymmetric analysis capability. The two methods are compared through numerical studies. A cooling tower shell with a bulge-type imperfection is examined under dead load and wind load conditions. It is concluded that the finite-element model presented is effective for the analysis of such shells, while the equivalent-load method may be adequate for some cases. Also, it is shown that both meridional and circumferential stress resultants may be radically influenced by a small bulge imperfection. 相似文献
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Two finite element methods for analysing geometrically imperfect cooling tower shells are presented. In the first the geometry of the imperfection is modelled by the elements; in the second the imperfection is represented by an equivalent load on the shell. Axisymmetric and general shell elements have been considered.Results are given which show that the first approximation to the equivalent load is sufficiently accurate and that it is possible to represent local imperfections by axisymmetric imperfections which require less computation. It is also shown that axisymmetric elements should be used wherever possible, because of their greater efficiency, following the geometry of an axisymmetric imperfection but representing local imperfections by equivalent loads. 相似文献
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A.J. Fricker 《Journal of Wind Engineering & Industrial Aerodynamics》1988,30(1-3):95-104
The B2 cooling tower at Fiddlers Ferry Power Station collapsed during a gale in January 1984. It was known that this tower contained a roughly axisymmetric bulge just above the ring beam which had been present since the time of construction. This paper describes various finite element analysis that were carried out to assess the effect of this geometrical imperfection on the stresses in the tower. It is shown that the bulge would have caused vertical cracks to develop and the subsequent propagation of both horizontal and vertical cracks would have ultimately lead to the collapse of the tower. 相似文献
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T. H. G. Megson
G. Hallak
《Thin》1992,14(5):381-394A method, using a new surveying technique, is used for the measurement of the geometric initial imperfections in box girder diaphragms. The method, accurate to ±0·1 mm, may be used on diaphragms contained in a box girder where contact with the surface of the diaphragm is difficult or impossible or inadvisable due to the presence of strain gauges. 相似文献
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冷却塔供冷系统设计方法 总被引:3,自引:1,他引:2
介绍了冷却塔免费供冷的原理,通过对工程设计中的一些方法和概念进行分析,提出开式冷却塔加板式换热器是冬季冷却塔供冷较实用的形式,探讨了冬季内区采用较高空调供水温度的可行性、冷却塔冬季性能曲线、冷却塔供冷与冷水机组供冷工况切换点的取值、水泵的选取、冷水机组选用等问题.给出了冷却塔系统设计实例. 相似文献
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认为在回收利用某些民用空调及工业制冷的排热时,使用封闭式冷却塔比传统的使用开敞式冷却塔加热交换器或空调器更经济,而且运行操作更简便易行。比较了几种形式冷却塔的特点并简述了其热交换原理、结构和应用条件。 相似文献
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Thin-walled members may be subject to performance limitations arising through local or distortional buckling of slender elements comprising the cross-section of the member, or overall buckling of the member. The effects of structural instability may be aggravated by the presence of geometric imperfections in these elements. An investigation is presented into methods of measuring and assessing geometric imperfections in cold-rolled thin-walled steel panels. These methods can be used to characterise the geometry of prismatic thin-walled members that exhibit performance sensitivity due to geometric imperfections. The measurement procedures investigated include close-range photogrammetry, precise optical levelling, and the use of a co-ordinate measurement machine. The assessment procedure comprises a least-squares spectral decomposition of the measurements to characterise the imperfections existent in the panels under investigation, and estimates of the precision of the derived Fourier coefficients are used to inter-compare the three measurement procedures. The investigation has demonstrated that statistically significant imperfections may exist in thin-walled members at short and medium wavelengths, leading to a reduction in the load carrying capacity. Both optical levelling and the co-ordinate measurement machine technique can yield desirable results, but for high precision work, use of the co-ordinate measurement machine is recommended. 相似文献
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通过对闭式冷却塔的热工性能分析,得出在一定工况条件下,闭式冷却塔冷却能力的主要影响因素为管内介质的流量和温度、喷淋水量和喷淋水温以及空气流量.同时针对不同影响因素给出了相应的能量调节方式. 相似文献
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结合工程实例,分析了集中空调系统冷却塔噪声超标的原因,给出降低噪声的措施,计算了各消声措施的噪声衰减量。实测结果表明,消声效果良好。 相似文献
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Yi YANG Dalong JIN Xinggao LI Weilin SU Xuyang WANG 《Frontiers of Structural and Civil Engineering》2021,15(3):682
The failure to achieve minimum design overlap between secant piles compromises the ability of a structure to perform as designed, resulting in water leakage or even ground collapse. To establish a more realistic simulation and provide guidelines for designing a safe and cost-effective secant-pile wall, a three-dimensional model of a secant pile, considering the geometric imperfections of the diameter and direction of the borehole, is introduced. An ultrasonic cross-hole test was performed during the construction of secant piles in a launching shaft in Beijing, China. Based on the test results, the statistical characteristics of the pile diameters and orientation parameters were obtained. By taking the pile diameter D, inclination angle β, and azimuth angle α as random variables, Monte Carlo simulations were performed to discuss the influence of different design parameters on the probability density functions of the overlap of secant piles. The obtained results show that the randomness of the inclination angle and pile diameter can be well described by a normal distribution, whereas the azimuth angle is more consistent with a uniform distribution. The integrity of the secant-pile wall can be overestimated without considering the uncertainty of geometric imperfections. The failure of the secant-pile wall increases substantially with increasing spatial variability in drilling inclination and diameter. A design flowchart for pile spacing under the target safety level is proposed to help engineers design a safe and economical pile wall. 相似文献
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空调系统中冷却塔的节能 总被引:9,自引:4,他引:9
指出对空调系统中的风机、水泵等的耗能就给予与制冷机组同样的重视,系统节能应整体考虑。分析了冷却塔出水温度对系统性能的影响,举例说明了不同工况的能耗对比。 相似文献
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Analytical–numerical models to analyse the flexural vibration behaviour of anisotropic cylindrical shells are presented. The two models (denoted as Level-1 and Level-2 Analysis) have different levels of complexity and can be used to study the influence of important parameters, such as geometric imperfections, static loading, and boundary conditions. A specific anisotropic shell is used in the calculations in this paper. The influence of the imperfection shape and amplitude on the natural frequency is investigated for this shell via both the Level-1 and the Level-2 Analysis. Imperfections with the shape of the “lowest vibration mode” give a decrease of the natural frequency with increasing imperfection amplitude. The results of the Level-2 Analysis for the effect of imperfections on the natural frequency are in reasonable agreement with Finite Element calculations. 相似文献
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Chlorine and chloramines are volatile compounds which are stripped (“flashed off”) from recirculating cooling water systems by the large volumes of air which flow through the water in the cooling tower. The fraction of a volatile gas, such as hypochlorous acid (HOCl), which is removed by stripping is determined by Henry's constant H for that gas: H = XG/XL, where XG is the mole fraction of the gas in the air and XL is the mole fraction of the gas in the water. We have measured H for HOCl, OCl−, NH3, NH2Cl, NHCl2 and NCl3 at 20 and 40°C. We found H = 0.076 for HOCl, compared to 0.71 for NH3, at 20°C. At 40°C, H was about 2.5-fold larger for HOCl. This means that 10–15% of the HOCl is stripped from cooling water on each passage through a typical cooling tower. The measured flashoff of free available chlorine (HOCl + OCl−) was markedly pH-sensitive with a pK of 7.5, exactly as expected if HOCl is volatile but OCl− is not. The data permit a quantitative understanding of the fate of chlorine in cooling systems. The values of H at 40°C for NH2Cl, NHCl2 and NCl3 were 1.28, 3.76 and 1067. This means that all of the chloramines are quickly stripped in a cooling tower. 相似文献