Numerical and experimental investigation on hydraulic fracturing for offshore wind turbine rock-socketed pile foundation construction

2021 ◽  
pp. 1-10
Author(s):  
Bo-nan Zhang ◽  
Dun-fu Zhang ◽  
Bo Zhang ◽  
Bo Han
Keyword(s):  
Experimental Investigation ◽  
Hydraulic Fracturing ◽  
Wind Turbine ◽  
Pile Foundation ◽  
Offshore Wind ◽  
Offshore Wind Turbine ◽  
Foundation Construction

scholarly journals Mathematical Model of Homogeneous Corrosion of Steel Pipe Pile Foundation for Offshore Wind Turbines and Corrosive Action

2016 ◽  
Vol 2016 ◽  
pp. 1-8 ◽  
Author(s):  
Kui Wang ◽  
Ming-jie Zhao
Keyword(s):  
Mathematical Model ◽  
Wind Turbine ◽  
Pile Foundation ◽  
Offshore Wind ◽  
Steel Pipe ◽  
Offshore Wind Turbine ◽  
Pipe Pile ◽  
Corrosion Of Steel ◽  
The Mathematical Model ◽  
Steel Pipe Pile

In this paper, the nonlinear corrosion model under the combined action of the anticorrosion system and corrosive environment is chosen as the mathematical model of homogeneous corrosion of steel pipe pile foundation for the offshore wind turbine. Based on the mathematical model, a three-dimensional finite element model was established for the steel pipe pile foundation of the offshore wind turbine. And the homogeneous corrosion action of the steel pipe piles was calculated, and the reduction rules of the strength and stability of the steel pipe piles for wind turbines under different corrosion patterns are analyzed. According to the calculation results, the mathematical model can be used in the analysis of corrosion for steel pipe pile in the wind turbine. Under the normal operation conditions, the reduction rules of the strength and stability of the steel pipe piles contain three stages: no influence stage, negative exponential decrease stage, and stable stage. But under the extreme load conditions, the effect of corrosion is enormous for the strength and stability of the steel pipe pile.

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