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(1)
(2)

Structure

Introduction

– Ice Simulations using LBM – VSP Kinematics

Rainflow-Counting Algorithm / Fatigue Analysis

Generic Test Case

Real Application Test Case

Summary and Outlook

(3)

Structure

Introduction

– Ice Simulations using LBM – VSP Kinematics

Rainflow-Counting Algorithm / Fatigue Analysis

Generic Test Case

Real Application Test Case

Summary and Outlook

(4)

Introduction

1 / 24

(5)

Lattice Boltzmann Method – Mesoscopic Method

2 / 24

(6)

VSP Blade Geometry and Coordinate Systems

3 / 24

(7)

VSP Kinematics

4 / 24

(8)

Instrumented Model Scale VSP

5 / 24

(9)

Structure

Introduction

– Ice Simulations using LBM – VSP Kinematics

Rainflow-Counting Algorithm / Fatigue Analysis

Generic Test Case

Real Application Test Case

Summary and Outlook

(10)

Data Postprocessing

6 / 24

(11)

Linear Damage Accumulation / Fatigue Analysis

7 / 24

• Stress-Cycle Curve rates the performance of a component

(depending on material and geometric properties, manufacturing processes etc.)

LDA to assess the influence of a load spectrum on the durability of a component

(match e.g. DNV GL class rules proof of operational strength)

(12)

Structure

Introduction

– Ice Simulations using LBM – VSP Kinematics

Rainflow-Counting Algorithm / Fatigue Analysis

Generic Test Case

Real Application Test Case

Summary and Outlook

(13)

Test Case Introduction

8 / 24

Single and double VSP propelled hulls

analyzed in model tests and simulations

(14)

Generic Feeding Hull – Domain Discretization

9 / 24

(15)

Model Test vs. Simulation Animation

10 / 24

• Homogeneous ice floe inflow approaching the propulsor

Partial Milling in model test (splitting up pre-brokes floes to [very] small pieces)

• Fairly good agreement between model test and sim. with respect to floe dynamics

(16)

HSVA Model Test Matrix and TUHH Parameter Study

11 / 24

(17)

Simulations under Ice Conditions

12 / 24

(18)

Open Water vs. Ice Conditions – HSVA

13 / 24

Reasonable shift in Local Drag Force

(19)

Open Water vs. Ice Conditions – TUHH

14 / 24

(20)

Ice Conditions – Case No. 1 – HSVA vs. TUHH

15 / 24

Significant filter (moving average) influence

(21)

Ice Conditions – 4 TUHH Simulation Setups ( equiv. to HSVA )

16 / 24

(22)

HSVA vs. TUHH summary

HSVA

Plausible results with regard to Milling process

• Vanishing influence of ice floe edge length

• Mass influence might exist for varying ice thickness (not tested so far)

TUHH

Plausible results with regard to the Rigid Body model

• Amplitudes increase whilst increasing momentum

17 / 24

(23)

Ice Conditions – TUHH Parameter Study I

18 / 24

(24)

Ice Conditions – TUHH Parameter Study II

19 / 24

(25)

Ice Conditions – TUHH Parameter Study III

20 / 24

(26)

Structure

Introduction

– Ice Simulations using LBM – VSP Kinematics

Rainflow-Counting Algorithm / Fatigue Analysis

Generic Test Case

Real Application Test Case

Summary and Outlook

(27)

Voith Water Tractor – HSVA Model Test

21 / 24

(28)

Voith Water Tractor – TUHH Simulation

22 / 24

(29)

Model Test vs. Simulation Animation

23 / 24

(30)

Structure

Introduction

– Ice Simulations using LBM – VSP Kinematics

Rainflow-Counting Algorithm / Fatigue Analysis

Generic Test Case

– Open Water Validation – Ice Condition Validation

Real Application Test Case

(31)

Summary and Outlook

Summary

Implemented VSP kinematics for single and double VSP arrangementValidated hydrodynamic signal based on RANS and model test dataApplied Rainflow-Counting algorithm

Prepare data according to class rules (e.g. DNV GL) for the proof of operational strength

Ongoing and future work

Construct realistic load scenarios / spectra for the life cycle of a VSP propelled ship (prescribe open water / ice cond. ratio)

• Run further simulations of extensive paramater studies (Variables: frequency, inflow velocity, ice conditions, take icebreaking into account, etc.)

Define S-N curve for the underlying VSP

Accomplish LDA and assess the VSPs operational strength

24 / 24

(32)

Thank you for your attention!

(33)

Appendix

(34)

Validation Sequence

(35)

Hydrodamic Validation of decisive Quantities

(36)

Deviations between RANS and LBM result

(37)

Open Water Validation – Rainflow Analysis (Lift)

(38)

Open Water Validation – Rainflow Analysis (Drag)

(39)

Ice Conditions – Case No. 1 – HSVA vs. TUHH (Lift+Drag)

(40)

Ice Conditions – 4 HSVA Model Test Configurations

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