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Lab tests of the Blade Runners concept for reducing ice-induced vibration of structures

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Lab tests of the Blade Runners concept for reducing ice-induced vibration of structures

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Ocean, Coastal and River Engineering

Lab Tests of the Blade Runners Concept for

Reducing Ice-Induced Vibration of Structures

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Test program objectives, i.e. obtain answers to the following questions:

1.

What blade-array characteristics were the best at reducing

high-amplitude sawtooth load patterns (HASLP)?

2.

Does entrapment of crushed ice, and potential degradation of ability

to reduce HASLP, occur for any of the blade-arrays?

3.

Does the rough texture of the blade-arrays on the crushing platen

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Post-Test Ice Sample Showing Ice Hard Zone,

Surrounding Crushed Ice and Blade Pattern

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Load records from tests using eleven of the crushing platens. The efficacy of the blade shapes, array patterns and spacings to reduce high-amplitude sawtooth load patterns (HASLP) increases from the top record to the bottom record. Platen P11 (at the bottom), that had an array of square columns on its surface, was one of the best performing platens, that is, the record is relatively smooth. The y-axis scale on all the records is 0-30 kN. For these tests the vertical crushing rate was 10 mm/s and there was no frictional horizontal sliding. The best performing platens had the closest blade spacing.

poor performers

good performers

Load Records for Various

Crushing Platens

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0 5000 10000 15000 20000 25000 30000 2.2 2.3 2.4 2.5 2.6 2.7 2.8 L o a d ( N ) Time (s) Test_66: Bladeless Flat Platen

Test_61: Square Columns Platen (P11)

Expanded view of the load records from one of the best performing crushing platens (P11) and from a‘bladeless’ flat acrylic platen. The prominent sawtooth load pattern is evident in the latter case.

Load Record Comparison for a High-Performance

Blade-Runners Platen and a Flat Bladeless Platen

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0.00E+00 5.00E+12 1.00E+13 1.50E+13 2.00E+13 2.50E+13 15 35 55 75 95 115 135 155 M a g n it u d e S q u a re d Frequency (Hz) Without Blades With Blades

Magnitude-squared frequency domain plots obtained from Fourier transforms of the time domain load traces (1.5 s to 3.5 s) of the two tests in Figure 6, showing power amplitudes at respective frequencies. Note that the high-amplitude peaks associated with the ‘no blade’ case (flat platen) are substantially reduced in the case with the blades (square columns platen (P11)).

Power Spectrum Comparison for a High-Performance

Blade-Runners Platen and a Flat Bladeless Platen

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Post-Test Image of Crushed Ice on Crushing Platen

(as viewed through the platen)

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Post-Test Images of Crushed Ice on a Crushing Platen

with a Blade Pattern Consisting of a Flat Surface with

Shallow-depth Holes (i.e. perforated sheet on flat acrylic)

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Crushing-Friction Experiments

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Two high-speed imaging records of ice crushing experiments:

• Test_66_PO (Flat acrylic platen, no sliding)

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Test_66_PO (Flat acrylic platen, no sliding)

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Test_61_P11 (Square-columns acrylic platen, no sliding)

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Potential Applications

structure wall

panel (steel or plastic) with blade array

water level

sea floor

structure wall

(21)

Potential Applications

(offshore oil/gas platforms and wind turbines)

panel with blade array

jackup-type leg cylindrical member of a

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shoulder ship top view bow area shoulder waterline side view ship bow blade array

Potential Applications

(ships)

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Conclusions

(Answers to the three questions addressed in this test program)

1. What blade-array characteristics were the best at reducing high-amplitude sawtooth

load patterns (HASLP)?

Answer: Square pyramids and columns (2 mm base and 2 mm edge-to-edge spacing)

2. Does entrapment of crushed ice, and potential degradation of ability to reduce

HASLP, occur for open blade-arrays?

Answer: NO

3. Does the rough texture of the blade-arrays on the crushing-platen surfaces lead to

high, and undesirable, frictional forces?

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Post-Test Image of Crushed Ice on a Crushing

Platen that has Linear Blades

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Flat Steel Platens Showing Central ‘cleaned’ Portions that Resulted

from the Action of the Ice Hard Zones during the Crushing Tests

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Two sets of two images from the high-speed image record of a test using platen P11. The view is through the transparent acrylic crushing platen. The grid of small square columns is apparent. Time stamps are included on the images. A horizontally-elongated dark hard zone that consists of relatively intact ice where the pressure is high is visible in each image. The hard zone is surrounded by crushed ice (the white material). The high-speed digital camera captured images at 500 images/s, however the figure shows two non-sequential pairs of images, at 2.869 s and 2.943 s, where each pair capture a single small spalling event (indicated by arrows). Note that many significantly smaller spalling events than those in the first two image pairs also occur. In contrast, the third pair of images is from a test using a flat bladeless crushing platen, where a large (typical) spall event was captured that spanned a significant portion of the whole hard zone (the central dark dendritic region angled towards the upper left). The images in any pair are not sequential. The width of each image is ~133 mm.

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Conclusions

The multi-blade array concept effectively reduced high-amplitude sawtooth

load patterns (HASLP) by increasing the spalling rate and decreasing the

spall size.

Certain platens were the best performers due to the shape, spacing and

arrangement of the blades on the platen surfaces.

Entrapment of crushed ice did not occur for any of the platens that had

open arrays of blades.

The ice crushing-friction coefficients for all of the blade-array platens were

extraordinarily low, that is, in the same vicinity as that of flat steel.

The friction coefficient was a constant for any particular ratio of vertical

crushing rate and sliding rate.

Columnar and granular ice yielded similar results.

Assuming that the technology scales appropriately, we can extrapolate to

the field case of an ice sheet encroaching from a non-normal direction on a

structure face with blades on it. From the above conclusions we can

surmise that frictional forces on the faces of the structure would be no

different than not having blades present. Furthermore the frictional forces

would be independent of the ice sheet speed.

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Ocean, Coastal and River Engineering

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