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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 65
FINITE ELEMENTS: TECHNIQUES AND DEVELOPMENTS Edited by: B.H.V. Topping
Paper XIV.2
Computations for the Innovative Design and Proof of a Large Cooling Tower M. Andres+, R. Harte+ and U. Montag#
+Statik und Dynamik der Tragwerke, Bergische Universität, Wuppertal, Germany
M. Andres, R. Harte, U. Montag, "Computations for the Innovative Design and Proof of a Large Cooling Tower", in B.H.V. Topping, (Editor), "Finite Elements: Techniques and Developments", Civil-Comp Press, Edinburgh, UK, pp 367-372, 2000. doi:10.4203/ccp.65.14.2
Abstract
Natural draught cooling towers definitely belong to the largest and thinnest industrial buildings of our time. At time load-bearing behaviour is widely researched, but there still exist many questions concerning especially the influences of fatigue, cracking- and corrosion of reinforced concrete and of
non-axisymmetric loading and soil characteristics. Already
from the beginning of the state of design the aspects of
durability must be considered carefully. To fulfil this demand
numerical solutions of the possible damage processes are
necessary. Such investigations have been made on the
presently world-wide highest natural draught cooling tower at
Niederaußem, with an overall height of 200 m, in the lignite
area close to Cologne, Germany. At this location the RWE
Energie AG expand the existing powerplant to increase its
efficiency and power. Cause of the existing built-up area the
wind situation is much more complicated. This is only one
factor which makes a special design and building of the tower
necessary.
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