@inbook{b446b4463f9d4b0aa5364f06cc5bdaf9,
title = "Suitability of helical anchors for mooring a wave energy converting system",
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.",
keywords = "Wave energy, Helical anchor, Model tests, Cyclic loading",
author = "Kerstin Lesny and Matthias Uchtmann",
note = "Publisher Copyright: {\textcopyright} Springer Nature Singapore Pte Ltd. 2019.",
year = "2018",
month = sep,
day = "25",
doi = "10.1007/978-981-13-2306-5\_70",
language = "English",
series = "Lecture Notes in Civil Engineering",
publisher = "Springer International Publishing",
number = "18",
pages = "498--503",
booktitle = "Lecture Notes in Civil Engineering",
edition = "1.",
}