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Dive into the research topics where Johannes Naumes is active.

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Featured researches published by Johannes Naumes.


Wind Energy Systems#R##N#Optimising Design and Construction for Safe and Reliable Operation | 2011

Wind turbine tower design, erection and maintenance

Milan Veljkovic; Markus Feldmann; Johannes Naumes; Daniel Pak; Luís Simões; da Silva; Carlos Rebelo

: Higher towers for wind turbines are the main trend to achieve better effectiveness in the conversion of wind energy to electrical energy. This leads to an increasing contribution of the tower costs to the total investment costs. Optimization of the structural design by improving the design of connections in the tower is an important issue for the competitiveness of the wind energy sector. The basis of the design model of the flange connection and the possibilities of retrofitting are shown. A short overview of the main structural solutions for towers and the most common criteria for the design are provided in the text.


Archive | 2012

High-strength tower in steel for wind turbines (Histwin) : Final report

Milan Veljkovic; Christine Heistermann; Wylliam Husson; Marouene Limam; Markus Feldmann; Johannes Naumes; Daniel Pak; T. Faber; M. Klose; K-U Fruhner; L. Krutschinna; C. Baniotopoulos; I. Lavasas; Ana Claudine Pontes; Expedito E. Ribeiro; M. Hadden; Rog '{e}rio de Sousa; L. da Silva; Carlos Rebelo; Rui Simões; José Henriques; Rodrigo Antônio Torres Matos; J. Nuutinen; H. Kinnunen

Innovative solutions for assembling joints of a tubular tower for wind turbines were studied and the project provides a background for design. This solution is simpler to produce and 80 % less expe ...


Steel Construction | 2010

The “general method” for assessing the out-of-plane stability of structural members and frames and the comparison with alternative rules in EN 1993 — Eurocode 3 — Part 1-1

Frans Bijlaard; Markus Feldmann; Johannes Naumes; Gerhard Sedlacek


Stahlbau | 2010

Friction connection in tubular towers for a wind turbine

Milan Veljkovic; Markus Feldmann; Johannes Naumes; Daniel Pak; Carlos Rebelo; Luís Simões da Silva


Stahlbau | 2010

Biegeknicken und Biegedrillknicken von Stäben und Stabsystemen auf einheitlicher Grundlage

Johannes Naumes


Stahlbau | 2009

Biegeknicken und Biegedrillknicken aus der Haupttragebene

Markus Feldmann; Johannes Naumes; Gerhard Sedlacek


Stahlbau | 2011

Zum Last‐Verformungsverhalten von Schrauben in vorgespannten Ringflanschverbindungen mit überbrückten Klaffungen im Hinblick auf die Ermüdungsvorhersage

Markus Feldmann; Johannes Naumes; Daniel Pak


Stahlbau | 2008

Die neuen Stabilitätsnachweise im Stahlbau nach Eurocode 3

Johannes Naumes; Isabel Strohmann; Dieter Ungermann; Gerhard Sedlacek


Stahlbau | 2009

Gemeinsame Grundlagen von Methode 1 (wirksame Breiten) und Methode 2 (Beulspannungsbegrenzung) beim Plattenbeulnachweis nach Eurocode 3 – Teil 1-5

Johannes Naumes; Markus Feldmann; Gerhard Sedlacek


Stahlbau | 2014

Vereinfachtes Verfahren für den Beulnachweis bei Ausnutzung plastischer Querschnittsreserven durch Einführung einer “wirksamen Blechdicke“

Johannes Naumes; Karsten Geißler; Matthias Bartzsch

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Daniel Pak

RWTH Aachen University

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Dieter Ungermann

Technical University of Dortmund

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Isabel Strohmann

Technical University of Dortmund

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Milan Veljkovic

Delft University of Technology

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Milan Veljkovic

Delft University of Technology

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Christine Heistermann

Luleå University of Technology

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