燃烧条件下两圆柱壳系统非定常温度场的测定

R. Tatsii, O. Pazen, L. Shypot
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引用次数: 0

摘要

本文致力于将直接法应用于“圆柱壳内实心圆柱”传热过程的研究。假设它们之间存在理想的热接触,并且冲洗结构表面的环境温度变化规律是时间的任意函数,并且均匀分布在表面上。因此,这个结构中的等温线是同心圆,也就是说,问题是对称的,并且第一次在这样的陈述中得到解决。为了解决这一问题,平行提出了具有足够小半径的“缩回”圆柱体的两层空心圆柱体结构中非稳态温度场分布的确定辅助问题。在这种情况下,原问题的对称条件被该结构的内表面的第二类条件所取代。利用拟导数的概念,应用约简方法实现了辅助问题的求解。在未来,傅里叶格式将与改进的特征函数方法一起使用。为了找到原问题的解,使用了边界过渡的思想,将撤回的圆柱体的半径传递到零。在此方法中,确定了相应问题的特征函数在特征值上的所有特征函数在零处不存在奇点,这意味着原问题的解在整个设计过程中都是受限的。为了说明所提出的方法,求解了在火灾标准温度区影响下圆形截面(钢壳混凝土)柱内温度场分布的模型算例。计算结果以温度随时间和空间坐标变化的总体表形式呈现。推广在有限数量圆柱壳的情况下得到的结果是一个纯粹的技术问题,而不是一个基本问题。注意,虽然将第三类边界条件更改为任何其他边界条件(例如,第一类),但不影响解决类似任务的方案。由于详细研究了有内热源存在的任意层数多层结构中温度场分布的一般方案,因此“柱壳内实柱”系统中温度场分布问题的设置和求解并非没有困难。
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DETERMINATION OF THE NON-STATIONARY TEMPERATURE FIELD IN THE SYSTEM OF TWO CYLINDRICAL SHELL UNDER THE FIRE CONDITIONS
The proposed work is devoted to the application of the direct method to the study of heat transfer processes in the system "solid cylinder inside a cylindrical shell". It is assumed that there is an ideal thermal contact between them, and the law of changing the ambient temperature, which rinses the surface of the structure, is an arbitrary function of time, and evenly distributed over the surface. Consequently, isotherms inside this construction are concentric circles, that is, the problem is symmetric and is solved for the first time in such a statement. To solve such a problem, the auxiliary problem of determining the distribution of a non-stationary temperature field in a two-layer hollow cylindrical structure with a "withdrawn" cylinder of sufficiently small radius is raised in parallel. In this case the symmetry condition of the original problem is replaced by the condition of the second kind on the inner surface of this construction. The implementation of the solution of the auxiliary problem is carried out by applying a reduction method using the concept of quasi-derivatives. In the future, the Fourier scheme is used with the use of the modified eigenfunctions method. To find the solution of the original problem, the idea of the boundary transition is used by passing the radius of the withdrawn cylinder to zero. It is established that in this approach all the eigenfunctions of the corresponding problem on the eigenvalues have no singularities at zero, which means that the solutions of the original problem are constrained throughout the design. In order to illustrate the proposed method, a model example of finding the temperature field distribution in a column of a circular cross-section (concrete in a steel shell) is solved under the influence of the standard temperature regime of the fire. The results of the calculations are presented in a bulk schedule of temperature changes, depending on time and spatial coordinates. The generalization of the results obtained in the case of any finite number of cylindrical shells is a purely technical problem, and not a fundamental one. Note that while changing the boundary condition of the third kind to any other boundary condition (for example, the first kind) does not affect the scheme of solving similar tasks. Since the general scheme of studying the distribution of temperature fields in multi-layered structures with an arbitrary number of layers in the presence of internal sources of heat is studied in detail, the setting and solving of such problems for the system of "solid cylinder inside a cylindrical shell" is not without difficulty.
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