A simple rotational spring model for laterally loaded rigid piles in sand
H. Wang (TU Delft - Geo-engineering)
B. M. Lehane (University of Western Australia)
M. F. Bransby (University of Western Australia)
A. Askarinejad (TU Delft - Geo-engineering)
L.Z. Wang (Zhejiang University)
Y. Hong (Zhejiang University)
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Abstract
Monopiles are the most popular foundation for offshore wind turbines. These foundations typically have a low length to diameter ratio and undergo a rigid body rotation when subjected to lateral load. This paper presents results from an extensive numerical investigation involving 3D finite element analyses to demonstrate that the lateral moment-rotation response of a monopile in sand can be represented using a single non-linear rotational spring located at a depth of about 0.75 times the pile embedment. Expressions for the elastic rotational stiffness of a monopile under very low rotations are developed and these combined with observations from measured non-linear variations of rotational stiffness, that are supported by the numerical analyses, are used to develop a simple approximate expression that can be used to determine the response of a monopile to a monotonic lateral load in sand.
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