Revisiting the structural collapse of a 52.3 m composite wind turbine blade in a full-scale bending test-Reference-Cited by-同舟云学术

Revisiting the structural collapse of a 52.3 m composite wind turbine blade in a full-scale bending test

Published:2017-02-06 Issue:6 Volume:20 Page:1111-1127
ISSN:1095-4244
Container-title:Wind Energy
language:en
Short-container-title:Wind Energ.

Author:

Chen Xiao¹^ORCID,Zhao Xiaolu¹,Xu Jianzhong¹

Affiliation:

1. National Laboratory of Wind Turbine Blade Research & Development Center (IET-Wind); Institute of Engineering Thermophysics, Chinese Academy of Sciences; Beijing 100190 China

Publisher

Wiley

Subject

Renewable Energy, Sustainability and the Environment

Reference22 articles.

1. Non-linear ultimate strength and stability limit state analysis of a wind turbine blade;Rosemeier;Wind Energy,2016

2. The Brazier effect in wind turbine blades and its influence on design;Jensen;Wind Energy,2012

3. Structural collapse of a wind turbine blade-part A: static test and equivalent single layered models;Overgaard;Composites Part A: Applied Science and Manufacturing,2010

4. Structural investigation of composite wind turbine blade considering structural collapse in full-scale static tests;Yang;Composite Structures,2013

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