<?xml version="1.0" encoding="UTF-8"?><xml><records><record><source-app name="Biblio" version="7.x">Drupal-Biblio</source-app><ref-type>17</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">FERROUDJI, Fateh</style></author><author><style face="normal" font="default" size="100%">BENBOUTA, Soumia</style></author><author><style face="normal" font="default" size="100%">OUTTAS, Toufik</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">NUMERICAL INVESTIGATION ON STATIC AND BUCKLING BEHAVIOURS OF A MAST SUPPORT FOR H-ROTOR DARRIEUS TURBINE UNDER EXTERNAL LOADING</style></title><secondary-title><style face="normal" font="default" size="100%">UPB Scientific Bulletin, Series D: Mechanical Engineering</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2021</style></year></dates><urls><web-urls><url><style face="normal" font="default" size="100%">https://www.researchgate.net/publication/354462496_Numerical_Investigation_on_Static_and_Buckling_behaviours_of_a_Mast_Support_for_H-rotor_Darrieus_Turbine_under_External_Loading</style></url></web-urls></urls><volume><style face="normal" font="default" size="100%">83</style></volume><pages><style face="normal" font="default" size="100%">273–284</style></pages><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">&lt;p style=&quot;text-align: justify;&quot;&gt;
	The mast support for small vertical axis wind turbine is considered an important parameter during the design process of wind turbine structure. It has been receiving a great attention by researchers and academics. This study presents a numerical investigation on the static and buckling strength behaviors of whole wind turbine mast structure by means Finite Element Analysis (FEA) technique. The FEA simulations are performed in order to evaluate the reliability and the strength of the mast structure under the extreme wind conditions (IEC 61400-2 and Eurocode 1991-1-4 standards) and gravity loads. The simulation results show that the mast structure will not undergo structural failure because the maximum stress induced is less than the yield strength of the material and the maximum displacement is within material allowable deformation limit. In addition, the buckling strength of the structure meets requirement of design.
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