TECHNICAL PAPERS
Feb 1, 1990

Kiln Degradation Control by Design and Operation Measures

Publication: Journal of Performance of Constructed Facilities
Volume 4, Issue 1

Abstract

The walls of industrial structures subject to high internal temperatures are constructed of multiple layers to provide fire protection, temperature insulation, and the necessary structural strength. In industrial ovens the interior brick layer provides a fire‐resistant barrier and the external steel shell provides structural integrity. An intermediate insulation layer protects the exterior shell from excessive heat and controls heat loss during operations. Crushing, spalling, and cracking of the brick layer result in relatively frequent major maintenance efforts and costly loss of production time. Oversimplifications in system analysis and design misrepresent these maintenance demands as unavoidable. The problem requires indepth understanding of the strain and stress development under transient and stationary temperature‐loading conditions. A systematic analytical approach to the behavior of individual layers of an oven‐wall structure is presented. Conditions that can lead to brick destruction or even to cyclic yielding and failure of the steel shell are defined. Calculation procedures are presented for determining permissible rates of temperature change and evaluating the usefulness of gaps constructed behind the interior brick lining.

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References

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Feuerfestbau, Stqffe, Konstruktion, Ausführung; Deutsche Geselschaft Feuerfest und Schornsteinbau, (1987). Vulkan Verlag, Essen, West Germany (in German).
2.
“Guide for determining the fire endurance of concrete elements.” (1986). ACI216R‐81, ACI Manual of Concrete Practice, Part 3, Am. Concr. Inst., Detroit, Mich.
3.
Incropera, F. P., DeWitt, D. P. (1981). Fundamentals of heat transfer. John Wiley & Sons, Somerset, N.J.
4.
Kämmer, K. (1975). “Feuerfestbau und datenverarbeitung.” Wärme Int.: Issue 85, West Germany, 46–51 (in German).
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Noakowski, P. (1987). Einige statische Aufgaben in Feuerbestbau; Bautechnik: Issue 2, Wilhelm Ernst und Sohn, Berlin, Germany (in German).
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Noakowski, P. (1988). “Nachweisverfahren für Verankerung, Verformung, Zwangbeanspruchung und Riβbbreite (Calculation procedure for anchorage development, constraint stresses, deformations, and crack width). “Deutscher Ausschuss fur Stahlbeton, Heft 394, Beuth Verlag GmBH, Berlin (in German).
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Reinhardt, H. W. (1973). “Spannungen und Verformungen mehrschichtiger Aussenwände infolge Temperaturänderungen.” Betonwerk + Fertigteil‐Technik, West Germany, Vol. 7, 265–269(in German).
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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 4Issue 1February 1990
Pages: 2 - 20

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Published online: Feb 1, 1990
Published in print: Feb 1990

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Authors

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Piotr Noakowski
Ofc. Dir., Failure Analysis Associates, Niederlassung Dusseldorf, Hebbelstr. 20, D‐4000 Dusseldorf 1, West Germany
Piotr Moncarz, Member, ASCE
Prin. Engr., Failure Analysis Associates, 149 Commonwealth Dr., P.O. Box 3015, Menlo Park, CA 94025

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