Friction connection vs. ring flange connection in steel towers for wind converters-Reference-Cited by-同舟云学术

Friction connection vs. ring flange connection in steel towers for wind converters

Published:2015-09 Issue: Volume:98 Page:151-162
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Pavlović Marko,Heistermann Christine,Veljković Milan,Pak Daniel,Feldmann Markus,Rebelo Carlos,Simões da Silva Luis

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference16 articles.

1. Veljkovic M et al. High-strength tower in steel for wind turbines (HISTWIN). Final report – RFSR-CT-2006-00031. Brussels, Belgium: European Commission (RFCS); 2012.

2. Veljkovic M et al. High steel tubular towers for wind turbines (HISTWIN2). Final report - RFSR-CT-2010-00031. Brussels, Belgium: European Commission (RFCS); in press.

3. Husson W. Friction connections with slotted holes for wind towers. Licentiate thesis. Luleå, Sweden, Luleå University of Technology; 2008.

4. Limam M, FE modelling of friction connections in tubular tower for wind turbines. Licentiate thesis. Luleå, Sweden: Luleå University of Technology; 2011.

5. Design of slip resistant lap joints with long open slotted holes;Heistermann;J Constr Steel Res,2013

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