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Record W2341909909

Numerical Modelling of Wind Turbine Foundations subjected to Combined Loading

2016· article· en· W2341909909 on OpenAlexaboutno aff
Venkatesh Madhukar Deshpande

Bibliographic record

VenueScholarship@Western (Western University) · 2016
Typearticle
Languageen
FieldEngineering
TopicVibration and Dynamic Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsTurbineGeologyEngineeringEnvironmental scienceMechanical engineering
DOInot available

Abstract

fetched live from OpenAlex

With the growing wind industry in Canada, it has become important to optimize wind turbine foundation design. Wind turbine foundations are subjected to combinations of vertical, horizontal and moment loads due to vertical self-weight of the structure and soil surcharge. Additionally, there are significant lateral loads and overturning moments attributed to varying wind forces acting at considerable tower heights above the ground level. In this thesis, the undrained bearing capacity response of circular & octagonal foundations subjected to combined loading is calculated using finite element analyses. Previous works have mostly focused on circular foundations. An octagonal foundation of the style typically used in the wind industry forms the focus of this research. Foundations are either surface based or embedded in homogeneous or heterogeneous soils. The results are expressed in terms of a coherent set of bearing capacity factors and failure envelopes in two dimensional planes (VH, VM and HM). This research also presents a parametric study on the effect of a surficial crust on the bearing capacity of a foundation. Finally, working and design loads for a typical wind turbine foundation are plotted in two dimensional failure planes to investigate if there is a potential `spare' capacity. The finite element study indicates that an increase in soil strength heterogeneity and embedment leads to increases in the uniaxial limit capacities and size of the failure envelopes. For octagonal foundations, the average increase in uniaxial vertical, horizontal and moment capacities due to increases in the embedment is 15%, 52% and 32% respectively. The average increase in uniaxial vertical and moment capacities due to increase in the soil strength heterogeneity is 7.1% and 6.7% respectively, for octagonal foundations. When the shape of a foundation changes from a circle to an octagon, the ultimate uniaxial vertical and moment capacities slightly increase (by 7.7% and 7.2% respectively). Under combined loading, conventional methods are found to underestimate the combinations of horizontal and moment loads that a foundation can resist safely. During eccentric loading, the effective area predicted using the method given by DNV (2002) is also under-predicted.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Observational · Consensus signal: Observational
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.406
Threshold uncertainty score0.804

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0000.000
Scholarly communication0.0000.001
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0000.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.064
GPT teacher head0.271
Teacher spread0.206 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one teacher head, not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designObservational
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations5
Published2016
Admission routes1
Has abstractyes

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