Concrete Structures for Wind Turbines
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The wind energy industry in Germany has an excellent global standing when it comes to the development and construction of wind turbines. Germany currently represents the world's largest market for wind energy. The ongoing development of ever more powerful wind turbines plus additional requirements for the design and construction of their offshore foundation structures exceeds the actual experiences gained so far in the various disciplines concerned.
This book gives a comprehensive overview for planning and structural design analysis of reinforced concrete and pre-stressed concrete wind turbine towers for both, onshore and offshore wind turbines. Wind turbines represent structures subjected to highly dynamic loading patterns. Therefore, for the design of loadbearing structures, fatigue effects - and not just maximum loads - are extremely important, in particular in the connections and joints of concrete and hybrid structures. There multi-axial stress conditions occure which so far are not covered by the design codes. The specific actions, the nonlinear behaviour and modeling for the structural analysis are explained. Design and verification with a focus on fatigue are adressed. The chapter Manufacturing includes hybrid structures, segmental construction of pre-stressed concrete towers and offshore wind turbine foundations.
Selected chapters from the German concrete yearbook are now being published in the new English "Beton-Kalender Series" for the benefit of an international audience.
Since it was founded in 1906, the Ernst & Sohn "Beton-Kalender" has been supporting developments in reinforced and prestressed concrete. The aim was to publish a yearbook to reflect progress in "ferro-concrete" structures until - as the book's first editor, Fritz von Emperger (1862-1942), expressed it - the "tempestuous development" in this form of construction came to an end. However, the "Beton-Kalender" quickly became the chosen work of reference for civil and structural engineers, and apart from the years 1945-1950 has been published annually ever since.
Univ.-Prof. Dr.-Ing.Jürgen Grünberg studierte Bauingenieurwesen an der TU Berlin und an der Leibniz Universität Hannover, wo er später promovierte. Nach acht Jahren Tätigkeit als Bauleiter bei HOCHTIEF bzw. Projektleiter bei der Ingenieurgemeinschaft Meerestechnik und Seebau (IMS), ging er 1983 als Beratender Ingenieur in die Selbständigkeit. Seit 1986 ist er Prüfingenieur für Baustatik, im Jahr 1993 wurde er als Universitätsprofessur an das Institut für Massivbau an die Leibniz Universität Hannover berufen. Bereits seit 1980 beschäftigt er sich mit der Bemessung und Konstruktion von Offshore-Strukturen und von Fernmeldetürmen, später kamen Windenergieanlagen hinzu. Prof. Grünberg arbeitet in nationalen und internationalen Fachausschüssen auf dem Gebiet der Stahlbetonbauweise, er ist Autor zahlreicher Veröffentlichungen in einschlägigen Zeitschriften und Fachbüchern.
Dr.-Ing. Joachim Göhlmann studierte Bauingenieurwesen an der Leibniz Universität Hannover und promovierte 'Zur Schädigungsberechnung an Betonkonstruktionen für Windenergieanlagen unter mehrstufiger und mehraxialer Ermüdungsbeanspruchung'. Dr. Göhlmann beschäftigt sich mit Entwurf, Planung, Herstellung und Monitoring von Turmkonstruktionen einschl. Gründung für windenergieanlagen seit 2000. Seit 2010 ist er Geschäftsführer von grbv Ingenieure im Bauwesen GmbH, Hannover, die sich insbesondere der Planung und Berechnung von Turmbauwerken und Tragstrukturen für Onshore- und Offshore-WEA widmen.
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