Abstract

The search for the temperature field in a two-dimensional problem is common in building physics and heat exchange in general. Both numerical and analytical methods can be used to obtain a solution. Here a method of initial functions, the basics of which were given by W.Z. Vlasov i A.Y. Lur’e were adopted. Originally MIF was used for analysis of the loads of a flat elastic medium. Since then it was used for solving concrete beams, plates and composite materials problems. Polynomial half-reverse solutions are used in the theory of a continuous medium. Here solutions were obtained by direct method. As a result, polynomial forms of the considered temperature field were obtained. The Cartesian coordinate system and rectangular shape of the plate were assumed. The governing are the Fourier equation in steady state . Boundary conditions in the form of temperature (τ(x),t(y)) or/and flux (p(x), q(y)) can be provided. The solution T(x, y) were assumed in the form of an infinite power series developed in relation to the variable y with coefficients Cn depending on x. The assumed solution were substituted into Fourier equation and after expanding into Taylor series the boundary condition for y = 0 and y=h were taken into account. Form this condition a coefficients Cn can be calculated and therefore a closed solution for temperature field in plate.

Highlights

  • The search for the temperature field in a two-dimensional problem is common in building physics and heat exchange in general

  • MIF was used for analysis of the loads of a flat elastic medium [3]

  • In the second example there is a discontinuity between the right and the upper edge. Such tasks are useful in all aspects of building physics in rectangular areas

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Summary

Formulation of two dimensional temperature problem

The search for the temperature field in a two-dimensional problem is common in building physics and heat exchange in general. Both numerical and analytical methods can be used to obtain a solution. The approach used in MIF allowed to derive the form of harmonic polynomials, which form the basis of solutions in this paper. These polynomials are 4 * infinity which is the unique value of this article. MIF was used for analysis of the loads of a flat elastic medium [3] Since it was used for solving concrete beams, plates and composite materials problems [4,5]. Primary concepts are: boundary components, heat transfer flux , governing equation and characteristic operators of solutions

Governing equation
Boundary conditions
Solution of the area problem
Conclusions
Full Text
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