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Design of assembled post-tensioned prestressed reactive powder concrete wind turbine tower

  • Xin Wei Ma*
  • , Sen Zeng
  • , Chon Ghai Dong
  • , Zhi Yu
  • , Guan Qi Huang
  • *Corresponding author for this work
  • Harbin Institute of Technology Weihai

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

This paper proposes a new type of assembled post-tensioned prestressed reactive powder concrete (RPC) turbine tower structure. It includes the structure design of 200kW wind turbine tower according to the specifications, calculation of loading combinations and internal force, checking calculation of bearing capacity, prestressed concrete design and calculation of reinforcement. Local stress applied on the structure is analyzed by the finite element software of ANSYS, and the calculation results show that the bearing capacity calculation of RPC tower satisfies the requirements, and it is economical comparing with the traditional steel structures.

Original languageEnglish
Title of host publicationMechanical Science and Engineering V
EditorsHao Wang, Zhenling Liu
PublisherTrans Tech Publications Ltd
Pages38-43
Number of pages6
ISBN (Electronic)9783038353218
DOIs
StatePublished - 2014
Externally publishedYes
Event5th International Conference on Mechanical Science and Engineering, ICMSE 2014 - Xi’an, Shanxi, China
Duration: 14 Nov 201416 Nov 2014

Publication series

NameAdvanced Materials Research
Volume1055
ISSN (Print)1022-6680
ISSN (Electronic)1662-8985

Conference

Conference5th International Conference on Mechanical Science and Engineering, ICMSE 2014
Country/TerritoryChina
CityXi’an, Shanxi
Period14/11/1416/11/14

Keywords

  • Design optimization
  • Prestressed
  • Reactive powder concrete
  • Wind turbine tower

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