Suitability of helical anchors for mooring a wave energy converting system

Kerstin Lesny*, Matthias Uchtmann

*Corresponding author for this work

Abstract

This paper presents a brief description of a new wave energy converter system to be erected at prototype scale off the Belgium coast in 2018. The suitability of helical anchors for mooring such a floating device is analyzed on the basis of 1 g load tests on scale model anchors in saturated sand. Helical anchors with one helix of varying diameters are tested in monotonous pre- and post-cyclic pull-out tests as well as in cyclic multistage tests. The monotonous pre-cyclic pull-out tests predominantly serve as a reference quantity to define the magnitude of cyclic loading in the multistage tests via the so-called cyclic load ratio. The cyclic load tests reveal that a stabilization of the accumulated anchor displacements can be reached for small cyclic load ratios especially for pre-stressed anchors. However, the displacement accumulation significantly affects the anchor post-cyclic bearing capacity which needs to be sufficiently considered in the design.
Original languageEnglish
Title of host publicationLecture Notes in Civil Engineering
Pages498-503
Number of pages6
Edition1.
ISBN (Electronic)978-981-13-2306-5
DOIs
Publication statusPublished - 25 Sept 2018

Publication series

NameLecture Notes in Civil Engineering
PublisherSpringer International Publishing
Number18
ISSN (Print)2366-2557
ISSN (Electronic)2366-2565

Keywords

  • Wave energy
  • Helical anchor
  • Model tests
  • Cyclic loading

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