A new elasto-plastic spring element for cyclic loading of piles using the p-y curve concept

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2010

Standard

A new elasto-plastic spring element for cyclic loading of piles using the p-y curve concept. / Hededal, Ole; Klinkvort, Rasmus Tofte.

Numerical Methods in Geotechnical Engineering: NUMGE 2010. Vol. 1 1. ed. Trondheim : Taylor and Francis Group, 2010. p. 883-888.

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2010

Harvard

Hededal, O & Klinkvort, RT 2010, 'A new elasto-plastic spring element for cyclic loading of piles using the p-y curve concept'. in Numerical Methods in Geotechnical Engineering: NUMGE 2010. 1 edn, vol. 1, Taylor and Francis Group, Trondheim, pp. 883-888.

APA

Hededal, O., & Klinkvort, R. T. (2010). A new elasto-plastic spring element for cyclic loading of piles using the p-y curve concept. In Numerical Methods in Geotechnical Engineering: NUMGE 2010. (1 ed., Vol. 1, pp. 883-888). Trondheim: Taylor and Francis Group.

CBE

Hededal O, Klinkvort RT. 2010. A new elasto-plastic spring element for cyclic loading of piles using the p-y curve concept. In Numerical Methods in Geotechnical Engineering: NUMGE 2010. 1 ed. Trondheim: Taylor and Francis Group. pp. 883-888.

MLA

Hededal, Ole and Rasmus Tofte Klinkvort "A new elasto-plastic spring element for cyclic loading of piles using the p-y curve concept". Numerical Methods in Geotechnical Engineering: NUMGE 2010. 1 udg., Trondheim: Taylor and Francis Group. 2010. 883-888.

Vancouver

Hededal O, Klinkvort RT. A new elasto-plastic spring element for cyclic loading of piles using the p-y curve concept. In Numerical Methods in Geotechnical Engineering: NUMGE 2010. 1 ed. Vol. 1. Trondheim: Taylor and Francis Group. 2010. p. 883-888.

Author

Hededal, Ole; Klinkvort, Rasmus Tofte / A new elasto-plastic spring element for cyclic loading of piles using the p-y curve concept.

Numerical Methods in Geotechnical Engineering: NUMGE 2010. Vol. 1 1. ed. Trondheim : Taylor and Francis Group, 2010. p. 883-888.

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2010

Bibtex

@inbook{456b5b40d7154c74b16a844bf8ec960c,
title = "A new elasto-plastic spring element for cyclic loading of piles using the p-y curve concept",
keywords = "pile, p-y-curves, cyclic loading",
publisher = "Taylor and Francis Group",
author = "Ole Hededal and Klinkvort, {Rasmus Tofte}",
year = "2010",
volume = "1",
edition = "1",
isbn = "978-0-415-59239-0",
pages = "883-888",
booktitle = "Numerical Methods in Geotechnical Engineering",

}

RIS

TY - GEN

T1 - A new elasto-plastic spring element for cyclic loading of piles using the p-y curve concept

A1 - Hededal,Ole

A1 - Klinkvort,Rasmus Tofte

AU - Hededal,Ole

AU - Klinkvort,Rasmus Tofte

PB - Taylor and Francis Group

CY - Trondheim

PY - 2010

Y1 - 2010

N2 - Modeling the response of large diameter piles subjected to lateral loading is most often done by means of p-y-curves in combination withWinkler beam models. Traditionally the p-y curves are formulated as non-linear (elastic) relations between the lateral movement y and the soil response pressure p in terms of monotonic loading (until failure) as e.g. prescribed byAPI (2000). However, the cyclic and dynamic performance is only to a limited degree accounted for. Here the elasto-plastic framework is applied allowing definition of unloading-reloading branches, hence enabling modeling of cyclic response. The present model can account for effects like pre-consolidation and creation of gaps between pile and soil at reversed loading. Results indicate that the model is able to capture hysteresis during loading with full cycles and model the accumulated displacement observed on piles subjected to “half cycles” as e.g. seen from centrifuge tests carried out. This article presents the theoretical formulations, discusses numerical implementation and finally presents simulations.

AB - Modeling the response of large diameter piles subjected to lateral loading is most often done by means of p-y-curves in combination withWinkler beam models. Traditionally the p-y curves are formulated as non-linear (elastic) relations between the lateral movement y and the soil response pressure p in terms of monotonic loading (until failure) as e.g. prescribed byAPI (2000). However, the cyclic and dynamic performance is only to a limited degree accounted for. Here the elasto-plastic framework is applied allowing definition of unloading-reloading branches, hence enabling modeling of cyclic response. The present model can account for effects like pre-consolidation and creation of gaps between pile and soil at reversed loading. Results indicate that the model is able to capture hysteresis during loading with full cycles and model the accumulated displacement observed on piles subjected to “half cycles” as e.g. seen from centrifuge tests carried out. This article presents the theoretical formulations, discusses numerical implementation and finally presents simulations.

KW - pile, p-y-curves, cyclic loading

SN - 978-0-415-59239-0

VL - 1

BT - Numerical Methods in Geotechnical Engineering

T2 - Numerical Methods in Geotechnical Engineering

SP - 883

EP - 888

ER -