# Analytical Solution for Adiabatic Surface Temperature (AST)

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## Abstract

In this contribution an analytical solution of the equation of an ideal surface of a perfect insulator is introduced. The new solution bases on the solution of the heat balance equation, which is fourth degree polynomial. The resulting expression for adiabatic surface temperature (AST) is discussed and verified. This solution can be easily incorporated, with negligible computational cost, inside the computational fluid dynamics solvers for fire simulations. Finally, since AST is close to the temperature measured by plate thermometers, AST is easy to measure in any arbitrary point in a computational domain. This makes it possible to validate numerical results with the temperatures measured by plate thermometers in experiments. Furthermore, an expression, which is given in the end of the article, describes the physical quantity with a closed-form solution. This may be potentially used for analyses performed for better understanding of physical process, e.g. during the experiments involving localized fires.

## Keywords

Adiabatic surface temperature Fire safety engineering Heat transfer Plate thermometer Gas–solid interface## 1 Introduction

Since Professor Ulf Wickström introduced the concept of adiabatic surface temperature (AST) to the fire science community in 2007 [1], it appears to be a very efficient way for expressing heat exposure of the solid surfaces both in real experiments, using plate thermometers [2, 3, 4] which measure the temperature that is close to the AST [5], and in numerical analyses [6, 7, 8, 9]. Adiabatic surface temperature can be also used as a single thermal boundary conditions when calculating temperature of structures exposed to fire [10, 11], which is one of the biggest advantages of this concept. Thus, such computational fluid dynamics (CFD) numerical codes as fire dynamics simulator incorporated AST as the variable that can be obtained at solid surfaces [12]. Nonetheless, simulating fires is computationally very expensive and the size of numerical grid usually does not allow to accurately model structural elements. In case of steel sections they usually even do not exist in CFD models, and then it is not possible to explicitly describe the thermal conditions at their section surfaces. In this case, many researches extract necessary quantities from CFD analyses, such as: incident radiations, gas velocities, gas temperatures, which finally ends up with a big amount of data that have to be posteriorly processed [13]. This problem has been already discussed by Joakim Sandström in his thesis [14]. He developed a method for numerical evaluation of AST at arbitrary points and directions in the computational domain, not necessarily connected to any actual surface. That method requires additional computation time, in order to numerically calculate the AST by solving the heat balance equation. In this paper, an analytical solution for the same problem is introduced, scientifically discussed and verified. This analytical approach, resulting in closed-form solution for AST, is advantageous not only from the numerical point of view, but may be also beneficial for future scientists examining the influence of natural fires on the dynamics of heat distribution in space.

## 2 Heat Balance Equation

*a*is always positive for gray and black bodies (\(\varepsilon > 0\)), Eq. (4) has always four roots, but some of the roots may be complex numbers.

## 3 Solution

*a*,

*b*and

*c*as previously introduced, \(\alpha \), \(\beta \) and \(\gamma \) are obtained using following formulas:

## 4 Discussion

From above consideration, it can be seen that there are four equivalent solutions resulting with four potential values for adiabatic surface temperature. Those four solutions, without the scientific deliberation, are only unprofitable mathematical formulas. In order to give the physical sense, it is necessary to come back to the physical meaning of the coefficients within those formulas. Since \(a=\varepsilon \sigma \) and, from the definition, \((\varepsilon , \sigma ) > 0\), the coefficient *a* is always positive. Similarly, since \(b=h_c\), to have physical meaning, it must be positive (for \(h_c=0\) we have trivial solution explained in next section). On the other hand \(c = -(\varepsilon \sigma T_r^4 + h_c T_g)\) is valid for temperatures in Kelvin and always gives negative value.

*a*and

*b*, and negative value of

*c*, the coefficients \(\alpha \) and \(\gamma \) are clearly positive, and coefficient \(\beta \) is negative. Let us now look at the coefficient

*M*. If

*M*takes the real value, then the expression under square root must be non-negative. At the same time, expressions (5–8) may be evaluated only if

*M*is positive. Thus, after standard algebraic operations

*M*can be rearranged to:

*a*,

*b*and

*c*, inequality (15) is always true, so that coefficient

*M*is always positive. Coming back now to expressions (5–8) it is clearly visible that: expressions (5) and (6) have no real evaluation; expression (7) gives negative (unphysical) value; the only expression that may give real and physical result is expression (8).

## 5 Exact Versus Approximate Solution

The biggest advantage of using a closed-form exact solution is no need for performing time consuming, iterative computations, in order to obtain the result. Currently, AST is calculated mostly using the Newton–Raphson method. According to author’s tests, AST can be approximated within no more than three iterations, with the error less than \(0.5\,^{\circ }\)C. This is valid for different configurations of gas and incident heat flux temperatures, when the incident heat flux temperature is taken as the first guess and the derivative of the function is calculated directly (not approximated). That means, using a closed-form solution can speed-up the process of computations about three times; the solution is not sensitive to “the first guess” and the approximation of derivative; finally solution is pure physical, not affected by approximation error.

## 6 Fire Safety Engineering Application

The usefulness of AST concept in fire safety engineering (FSE) is related to the heat transfer calculation. During the experiments, the crucial issue is the determination of heat boundary conditions on the specimen surface. Wickström, in [16], summarizes how important the determination of heat flux is and how many problems are related with measurements of the physical quantities in experiments. Thus, the plate thermometers are used as the devices that can measure the exposure of a surface both to convection and radiation. A good and simple example of an application of AST concept is given by Byström et al. [17]. Authors compare a temperature data measured using plate thermometer and two types of thermocouples in a test carried out in cone calorimeter with burning specimen under the cone shape radiation panel. Byström summarizes, that plate thermometer is sensitive both to convection and radiation in a similar way as real specimen and the AST can be measured using plate thermometers even under harsh fire conditions. In the same way, one can imagine the test, where the AST is to be specified at a specimen surface with the conditions given by incident radiation and gas temperature. Then AST may be calculated directly from Eq. 16 and can be used as a single quantity for heat transfer calculations.

## 7 Final Remarks

An analytical solution of the polynomial expressing the heat balance between the total (net) heat flux approaching the ideal surface of perfect insulator is introduced. The resulting expressions for roots of heat balance equation are discussed and the only expression having physical meaning is chosen as the one, that describes adiabatic surface temperature. Results obtained by proposed solution are quantitatively and qualitatively checked with respect to previous researchers findings. It is shown, that since the approximate iterative solution is sensitive to “the first guess” and the approximation of derivative, proposed analytical solution gives exact results for the whole range of applications. This solution can be easily incorporated, without any computational cost, inside the computational fluid dynamics solvers for fire simulations. Finally, enabling measurements of AST in any arbitrary points and directions of computational domain, makes it possible to validate numerical results with the results given by plate thermometers in real experiments with satisfactory accuracy. Because the given expression describes the physical quantity in an exact way, it may be potentially used for analyses performed for better understanding of physical process, e.g during the real experiments.

## Notes

### Acknowledgments

Acknowledgement to Poznan University of Technology research Grant 11-962/2011-2015 funded by SSAB/Ruukki Construction.

## References

- 1.Wickström U, Duthinh D, McGrattan K (2007) Adiabatic surface temperature for calculating heat transfer to fire exposed structures. Interflam 2007. Proceedings of 11th international interflam conference, vol 2. London, England, pp 943–953, 3–5 Sept 2007Google Scholar
- 2.Wickström U (2008) Adiabatic surface temperature and the plate thermometer for calculating heat transfer and controlling fire resistance furnaces. Fire Safety Science 2008. Proceedings of 9th international symposium on fire safety science. Karlsruhe, Germany, pp 1227–1238, 21–26 Sept 2008Google Scholar
- 3.Wickström U (2011) The adiabatic surface temperature and the plate thermometer. Fire Safety Science 2011. Proceedings of 10th international symposium on fire safety science, College Park, USA, pp 1001–1011, 19–24 June 2011Google Scholar
- 4.Byström A, Cheng X, Wickström U, Veljkovic M (2013) Measurement and calculation of adiabatic surface temperature in a full-scale compartment fire experiment. J Fire Sci 31:35–50CrossRefGoogle Scholar
- 5.Byström A, Sjöström J, Wickström U, Lange D, Veljkovic M (2014) Large scale test on a steel column exposed to localized fire. J Struct Fire Eng 5(2):147–160CrossRefGoogle Scholar
- 6.Malendowski M, Glema A, Kurzawa Z, Polus L (2015) Mechanical response under natural fire of barrel shape shell structure. J Struct Fire Eng 6:59–66CrossRefGoogle Scholar
- 7.Malendowski M, Glema A, Szymkuć W (2014) Fire resistance comparison of steel frame structure in accordance to standard Eurocode design procedure and advanced coupled CFD-FEM simulation. Proceedings of 7th European conference on steel and composite structures, Napoli, Italy, Sept 10–12 2014Google Scholar
- 8.Andreozzi A, Bianco N, Musto M, Rotondo G (2013) Influence of wall emissivity and convective heat transfer coefficient on the adiabatic surface temperature as thermal/structural parameter in fire modeling. Appl Therm Eng 51:573–585CrossRefGoogle Scholar
- 9.Andreozzi A, Bianco N, Musto M, Rotondo G (2014) Adiabatic surface temperature as thermal/structural parameter in fire modeling: thermal analysis for different wall conductivities. Appl Therm Eng 65:422–432CrossRefGoogle Scholar
- 10.Duthinh D, McGrattan K, Khaskia A (2008) Recent advances in fire-structure analysis. Fire Saf J 43:161–167CrossRefGoogle Scholar
- 11.Wickström U, Robbin A, Baker G (2011) The use of adiabatic surface temperature to design structures for fire exposure. J Struct Fire Eng 2:21–28CrossRefGoogle Scholar
- 12.McGrattan K, Hostikka S, McDermott R, Floyd J, Weinschenk C, Overholt K (2013) Fire dynamics simulator—user’s guide. NIST Special Publication, GaithersburgGoogle Scholar
- 13.Research Program of the Research Fund for Coal and Steel, Final report, FIRESTRUCT - integrating advanced three-dimensional modeling methodologies for predicting thermo-mechanical behavior of steel and composite structures subjected to natural fires. RFS-CR-03030. 1 Sept 2003–30 Dec 2006Google Scholar
- 14.Sandström J (2013) Thermal boundary conditions based on field modelling of fires. Heat transfer calculations in FDS and FE models with special regards to fire exposure represented with adiabatic surface temperatures. Licenciate Thesis, Lulea University of Technology, Lulea, Sweden, Nov 2013Google Scholar
- 15.WolframAlpha (2015) http://www.wolframalpha.com. Accessed 17 Sept 2015
- 16.Wickström U (2004) Heat transfer by radiation and convection in fire testing. Fire Mater 28:411–415CrossRefGoogle Scholar
- 17.Byström A, Wickström U, Veljkovic A (2011) Use of plate thermometers for better estimate of fire development. Appl Mech Mater 82:362–367CrossRefGoogle Scholar

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