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author：

Wang, R. (Wang, R..) [1] | Zhang, D. (Zhang, D..) [2] | Wu, X. (Wu, X..) [3] | Wang, F. (Wang, F..) [4] | Li, T. (Li, T..) [5] | Fu, K. (Fu, K..) [6] | Zhao, C. (Zhao, C..) [7] | Zhou, Z. (Zhou, Z..) [8] | Zhu, H. (Zhu, H..) [9] | Zhang, M. (Zhang, M..) [10] | Liu, W. (Liu, W..) [11] | Jing, Z. (Jing, Z..) [12]

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Scopus

Abstract：

Gravity　expansion　foundation　is　the　primary　form　of　onshore　wind　turbine　foundations.　Because　the　prefabricated　foundation　is　a　developing　trend　for　wind　power　structure　system,　assembly　foundation　with　combinations　of　key-tooth　joints　and　prestressing　dry　connections　is　proposed　for　onshore　wind　turbine　system　in　this　paper.　To　examine　the　mechanical　performance　and　effect　factors　of　this　new　prefabricated　foundation　structure,　the　stability　and　load-bearing　capacity　of　typical　prefabricated　foundation　structures　are　analyzed.　Structural　response　characteristic　values　of　prefabricated　foundation　structures,　including　foundation　void　ratio,　steel　bar　stress　levels,　and　concrete　compressive　stress,　are　analyzed.　The　results　show　that　the　reinforcement　of　shear　key　construction　is　the　controlling　factor　in　the　stress　calculation　of　steel　bars　in　prefabricated　foundation　structures.　©　The　Author(s),　under　exclusive　license　to　Springer　Nature　Singapore　Pte　Ltd.　2024.

Keyword：

Assembly Structure Concrete Stress Expansion Foundation Key-tooth Dry Joint Void Ratio

Community：

  • [ 1 ] [Wang R.]Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of the Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China
  • [ 2 ] [Zhang D.]PowerChina Huadong Engineering Corporation Limited, Hangzhou, 311122, China
  • [ 3 ] [Wu X.]Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of the Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China
  • [ 4 ] [Wu X.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 5 ] [Wang F.]PowerChina Huadong Engineering Corporation Limited, Hangzhou, 311122, China
  • [ 6 ] [Li T.]PowerChina Huadong Engineering Corporation Limited, Hangzhou, 311122, China
  • [ 7 ] [Fu K.]PowerChina Huadong Engineering Corporation Limited, Hangzhou, 311122, China
  • [ 8 ] [Zhao C.]PowerChina Huadong Engineering Corporation Limited, Hangzhou, 311122, China
  • [ 9 ] [Zhou Z.]The First Company of China Eighth Engineering Bureau Ltd, Jinan, 250014, China
  • [ 10 ] [Zhu H.]Sinovel Wind Group Co., Ltd, Beijing, 100086, China
  • [ 11 ] [Zhang M.]Shanghai Electric Wind Power Group Co., Ltd, Shanghai, 200233, China
  • [ 12 ] [Zhang M.]CFHI (Heilongjiang) Wind Power Hybrid Tower Co., Ltd, Fulaerji, 161042, China
  • [ 13 ] [Liu W.]Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of the Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China
  • [ 14 ] [Jing Z.]Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of the Industry and Information Technology, Harbin Institute of Technology, Harbin, 150090, China

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ISSN： 2366-2557

Year： 2024

Volume： 531 LNCE

Page： 57-67

Language： English

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ESI Highly Cited Papers on the List： 0 Unfold All

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