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author：

Wu, Z. (Wu, Z..) [1] | Liu, D. (Liu, D..) [2] | Lin, L. (Lin, L..) [3] | Zhang, Y. (Zhang, Y..) [4] | Wu, C. (Wu, C..) [5] | Wang, H. (Wang, H..) [6] | Wu, X. (Wu, X..) [7] | Su, J. (Su, J..) [8] (Scholars：苏家战) | Zhong, J. (Zhong, J..) [9] | Gao, X. (Gao, X..) [10] | Zhang, M. (Zhang, M..) [11] | You, X. (You, X..) [12]

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Abstract：

The　concrete　cap　is　an　important　support　structure　for　stationary　offshore　wind　power,　and　its　construction　efficiency　and　long-term　performance　are　very　important　for　the　healthy　service　of　wind　power　equipment.　Taking　the　4.8 MW　of　the　high-rise　pile　reinforced　concrete　cap　foundation　(RCCF)　in　China　as　a　case　study,　a　novel　composite　concrete　cap　is　proposed　by　using　prefabricated　UHPC　stay-in-place　(USIP)　formwork　in　the　construction　stage,　forming　a　UHPC　composite　concrete　cap　foundation　(UCCF)　in　this　paper.　The　concept　development　of　UCCF,　including　structure　composition,　structure　advantages　and　construction　methods　are　introduced.　On　this　basis,　the　comprehensive　study　of　mechanical　behavior　under　the　ultimate　limit　state　is　analyzed.　©　The　Author(s),　under　exclusive　license　to　Springer　Nature　Singapore　Pte　Ltd.　2024.

Keyword：

Concept development Stay-in-place formwork Structural behavior UHPC composite concrete cap

Community：

  • [ 1 ] [Wu Z.]CGN New Energy Holdings Co., Ltd., Hong Kong
  • [ 2 ] [Liu D.]CGN New Energy Holdings Co., Ltd., Hong Kong
  • [ 3 ] [Lin L.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 4 ] [Zhang Y.]CGN New Energy Holdings Co., Ltd., Hong Kong
  • [ 5 ] [Wu C.]CGN New Energy Holdings Co., Ltd., Hong Kong
  • [ 6 ] [Wang H.]CGN New Energy Holdings Co., Ltd., Hong Kong
  • [ 7 ] [Wu X.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 8 ] [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
  • [ 9 ] [Wu X.]Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 10 ] [Su J.]College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 11 ] [Su J.]Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 12 ] [Zhong J.]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
  • [ 13 ] [Gao X.]Sinovel Wind Group Co., Ltd., Beijing, 100086, China
  • [ 14 ] [Zhang M.]Shanghai Electric Wind Power Group Co., Ltd., Shanghai, 200233, China
  • [ 15 ] [Zhang M.]CFHI(HEILONGJIANG) Wind Power Hybrid Tower Co., Ltd., Fulaerji, 161042, China
  • [ 16 ] [You X.]China Power Engineering Consulting Group CO., LTD., Beijing, 100120, China

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ISSN： 2366-2557

Year： 2024

Volume： 530 LNCE

Page： 153-161

Language： English

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ESI Highly Cited Papers on the List： 0 Unfold All

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