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- W1874008063 abstract "Monopiles are an often used foundation concept for o shore wind turbine converters. These piles are highly subjected to lateral loads and bending moments due to wind and wave forces. To ensure enough sti ness of the foundation and an acceptable pile-head de ection, monopiles with diameters of 4 to 6 m are typically necessary. In current practice these piles are normally designed by use of the p y curve method although the method is developed and veri ed for small-diameter, slender piles with diameters up to approximately 2 m. This paper investigate the behaviour of two non-slender aluminium pipe piles subjected to lateral loads at a given vertical eccentricity. The piles are heavily instrumented with strain gauges in order to obtain p y curves and bending moment distributions along the piles. In order to minimise scale e ects the tests are successfully carried out in a pressure tank at varying stress levels. The tests are evaluated with the following main ndings: The lateral pile de ection consists primarily of rotation as a rigid object; normalised load-displacement relationships indicate that the lateral load is proportional to the embedded length squared and the pile diameter; in current design the initial sti ness of the p y curves is considered independent of the pile diameter. This recommendation is questionable as derived p y curves indicate a strong dependency on pile diameter with a higher initial sti ness related to the largest pile diameter." @default.
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- W1874008063 date "2009-01-01" @default.
- W1874008063 modified "2023-10-17" @default.
- W1874008063 title "Evaluation of Load-Displacement Relationships for Non-Slender Monopiles in Sand" @default.
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