Ernest lam

Page 1

FRP Catamaran Hull Form Analysis and Operations Ernest Lam Falmouth Marine School, Killigrew Street, Falmouth, Cornwall, UK, TR11 3QS ABSTRACT This project is a 2 years project. A new 35ft FRP catamaran hull has been chosen to design. This paper will be carrying out the full process of the hull design and calculations. The result of stability shows that the catamaran might be not too stable and resistance might be increasing through water. But because of the time limitation, model is not possible to be created for experiment and study.

Parametric studies for a yacht based on

INTRODUCTION For most of the product design, the design

some other same type of yacht’s Length of All

process always follows the rules of ‘trial and

(LOA), Length of Waterline (LWL), Beam (B)

error’ which means following the steps and see if

Displacement (∆), Volume (∇) and Power (P)

the result satisfies the requirement. Designers

become useful information such as Length-Beam

generally need to repeat the process 10 times or

ratio (LB ratio), Length-Displacement ratio ( LD

even 100 times to achieve the requirement which

ratio ) and Power-Displacement ratio (PD ratio).

where ‘The design Spiral’ came from. (Larsson

(Whatley 2010)

& Eliasson, 2007) For an engine powered

Hull design is one of the most important yacht, main

operations. The reason behind it is because

operations in the design spiral are hull and decks

distinct hull forms have different parametric

design, keel and rudder design, decision of

which gives the yacht a different performances

propeller and engine, hydrostatics and stability

and stability. Designer generally set up a table

and finally evaluation. For other powered yacht

which contain section area and calculate the

such as sail powered or solar powered, more

volume for compare it with the parametric study

operations will be needed. For example, sail and

result. The first draft will be drawn after both

rig design or position and efficiency of extra

table and parametric study has identified, in

hardware. (Larsson & Eliasson, 2007)

either graph paper or Computer Aided Design

Using ‘The design Spiral’ to Design a

(CAD). Centre of Gravity and Centre of

product is impossible to operate without a target

buoyancy are required for further calculations.

or targets. Targets are mainly from parametric

(Larsson & Eliasson, 2007)

study and calculations after the information

Stability which is the intensity of Pitching,

collected from customers. (Larsson & Eliasson,

Yawing and Rolling and they are important to

2007)

find. They needed to be calculated after any


design changes of the Yacht.

đ??ˇđ?‘–đ?‘ đ?‘?đ?‘™đ?‘Žđ?‘?đ?‘’đ?‘šđ?‘’đ?‘›đ?‘Ą đ??ˇđ?‘’đ?‘›đ?‘ đ?‘–đ?‘Ąđ?‘Ś đ?‘œđ?‘“ đ?‘¤đ?‘Žđ?‘Ąđ?‘’đ?‘&#x;

đ?‘‰đ?‘œđ?‘™đ?‘˘đ?‘šđ?‘’ =

After the yacht has been designed, material is the next thing to consider. For a Fibre

Simpson’s rule

Reinforced Plastic (FRP), lamination plans are

approximant area of each curve. (McCall, 1918)

acting a big part of it. Different lamination has different properties. It is mainly depend on what

đ??´đ?‘&#x;đ?‘’đ?‘Ž =

is used to calculate

the

∆đ?‘Ľ (đ?‘Ś + 4đ?‘Ś1 + 2đ?‘Ś2 + â‹Ż + 4đ?‘Śđ?‘›âˆ’1 3 0 + đ?‘Śđ?‘› )

type of boat it is and the size of the boat. After the lamination plans has decided, the quantity of

Wetted Surface Area is the area of the

resin needed is next thing to calculate. Resin

material which touching the water or the other

type and quantity for each layer is very

way of saying it is the area under the design

important as it will change the physical

waterline. Getting the girth length of each

properties and the chemical bonding. Resin ratio

section and use the Simpson’s rule to get half of

by volume is normally about 40% on in fusion

the hull wetted surface area. For this method,

and about 50 % for other lay-up such as hand

2-4% bilge factor is needed. (Larsson & Eliasson,

lay-up etc. From the calculation, thickness,

2007)

volume and weight can also be carrying out and

đ?‘Šđ?‘’đ?‘Ąđ?‘Ąđ?‘’đ?‘‘ đ?‘ đ?‘˘đ?‘“đ?‘Žđ?‘?đ?‘’ đ??´đ?‘&#x;đ?‘’đ?‘Ž = 2 Ă— 1.02 Ă— đ??´đ?‘&#x;đ?‘’đ?‘Ž

finally the strengths like stress, strain, modulus

Stress is a measure to define the amount of force

bending moment etc. This process might need to

acting on an object. (Pilkey & Pilkey 1974)

repeat couple of times for giving the yacht the best performances and safety by not putting extra weight. (Whatley, 2010)

đ?‘†đ?‘&#x;đ?‘’đ?‘ đ?‘ =

đ??šđ?‘&#x;đ?‘œđ?‘?đ?‘’ đ??´đ?‘&#x;đ?‘’đ?‘Ž

Strain is a measure of the amount of an object is deformed when it is subjected to stress measure of stiffness. (Pilkey & Pilkey 1974)

EQUATION LB ratio represents the speed of the yacht. Yacht with higher LB ratio generally has higher

đ?‘†đ?‘Ąđ?‘&#x;đ?‘Žđ?‘–đ?‘› =

đ??¸đ?‘Ľđ?‘Ąđ?‘’đ?‘›đ?‘ đ?‘–đ?‘œđ?‘› đ?‘‚đ?‘&#x;đ?‘”đ?‘–đ?‘›đ?‘Žđ?‘™ đ?‘™đ?‘’đ?‘›đ?‘”đ?‘Ąâ„Ž

velocity if other factors are equal. It could be

Young’s module is a measure of the elastic

proof by Froude number. (Rousmaniere, 1999)

material’s stiffness. (Pilkey & Pilkey 1974)

đ??żđ??ľ đ?‘&#x;đ?‘Žđ?‘Ąđ?‘–đ?‘œ =

đ??żđ?‘Šđ??ż đ??ľ

đ?‘Œđ?‘œđ?‘˘đ?‘›đ?‘” đ?‘šđ?‘œđ?‘‘đ?‘˘đ?‘™đ?‘’đ?‘ =

đ?‘†đ?‘Ąđ?‘&#x;đ?‘’đ?‘ đ?‘ đ?‘†đ?‘Ąđ?‘&#x;đ?‘Žđ?‘–đ?‘›

LD ratio represents the potential of the hull.

Second Moment of Inertia represents the

Displacement hull has smaller ratio than racing

property of a cross-section and that can be used

hull. (Rousmaniere, 1999)

to predict the resistance of a material to bending

đ??żđ??ˇ đ?‘…đ?‘Žđ?‘Ąđ?‘–đ?‘œ =

đ??żđ?‘Šđ??ż 1 ∇3

Volume on yacht is the other form of Displacement. Using the formula of density is the way of changing around. (Munson & All 2006)

and deflection around the line lies in the cross-section area. (Pilkey, 2002) đ??źđ?‘&#x;đ?‘’đ?‘Ąđ?‘Žđ?‘›đ?‘”đ?‘™đ?‘’ =

(Beam)(Height 3 ) 12

đ??źđ??ľđ?‘’đ?‘Žđ?‘š = đ??źđ?‘&#x;đ?‘’đ?‘Ąđ?‘Žđ?‘›đ?‘”đ?‘™đ?‘’ + [(đ??´đ?‘&#x;đ?‘’đ?‘Ž)(đ??ťđ?‘’đ?‘–đ?‘”â„Žđ?‘Ą 2 )] GZ is the Horizontal length between the centre


of gravity and the centre of buoyancy. In a

đ?‘…đ?‘–đ?‘”â„Žđ?‘Ąđ?‘–đ?‘›đ?‘” đ?‘šđ?‘œđ?‘šđ?‘’đ?‘›đ?‘Ą = đ??ťđ?‘’đ?‘’đ?‘™đ?‘–đ?‘›đ?‘” đ?‘šđ?‘œđ?‘šđ?‘’đ?‘›đ?‘Ą = đ??şđ?‘? Ă— đ??ˇđ?‘–đ?‘ đ?‘?đ?‘™đ?‘Žđ?‘?đ?‘’đ?‘šđ?‘’đ?‘›đ?‘Ą

particular angle (∅), (Whatley, 2010) đ??şđ?‘? = đ??şđ?‘€ Ă— sin ∅ cos ∅

Froude Number determines the resistance of a

GM is the length between the centre of gravity

water craft moving through water. (Vaughan &

and the Metacentre, BM is the length between

O’Malley, 2005)

centre of buoyancy and Metacentre and GB is

đ??šđ?‘&#x;đ?‘œđ?‘˘đ?‘‘đ?‘’ đ?‘ đ?‘˘đ?‘šđ?‘?đ?‘’đ?‘&#x; =

the length between Centre of gravity and centre of Buoyancy. (Whatley, 2010)

√đ?‘”đ?‘&#x;đ?‘Žđ?‘Łđ?‘–đ?‘Ąđ?‘Ś Ă— đ??żđ?‘Šđ??ż

Thickness of the FRP lamination can be

đ??şđ?‘€ = đ??ľđ?‘€ − đ??şđ??ľ BM has also has another relationship with Second moment of inertia and Volume. (Kemp & Young) đ??ľđ?‘€ =

đ?‘‰đ?‘’đ?‘™đ?‘œđ?‘?đ?‘–đ?‘Ąđ?‘Ś

đ??ź ∇

calculated by the following formula. (Whatley 2010) đ?‘†đ??ş đ?‘¤[ đ??š − (đ?‘†đ??şđ??š − đ?‘†đ??şđ?‘… )] đ?‘Šđ??š đ?‘‡(đ?‘šđ?‘š) = đ?‘†đ??şđ?‘… Ă— đ?‘†đ??şđ??š Ă— 1000 Ă— (1 − đ?‘˘) Where W is the Aneal density SGF is the Specific Gravity fibre (2.56)

Righting moment is restored torque of the yacht

SGR is the Specific Gravity Resin (1.15)

heeled over to its original position. (Kemp &

U is the Void content (Tupicauy 5%)

Young)

WF is the Fibre weight fraction

PROCESS Length-Displacement against Length waterline

3.50

graph 3.00

R² = 0.0563

2.50

35ft. catamaran had been chosen to design. Fig.1 and Fig.2 shows the ratio against Length

2.00

waterline of 76 FRP catamaran yachts. From the

1.50

graph,

1.00 25.00 27.00 29.00 31.00 33.00 35.00 37.00 39.00 41.00 43.00 45.00

Beam,

Length

waterline

and

Displacement has been carrying out. For designing a new full 35ft catamaran hull, the

Fig.1.Parametric study Catamaran Length-Beam

requirement are LWL = 33ft, Beam = 17.96ft,

against Length Waterline graph.

Displacement = 5123.25lb. For a single hull, LWL =- 33ft, Beam = 6.53 and

10.00

9.00

Displacement = 2561.62lb. Using the density 8.00

R² = 0.0286

formula to find out the volume which for a

7.00

single hull Volume is 1.14m3 and 2.27 m3 for a

6.00

full catamaran hull.

5.00

4.00 25.00 27.00 29.00 31.00 33.00 35.00 37.00 39.00 41.00 43.00 45.00

Fig.2.Parametric study Catamaran

Section

Area(ft2)

Area(m2)

S.M.

Product

0

0.00

0

1

0.00

1

0.65

0.0585

4

0.23

2

0.74

0.0666

2

0.13


3

1.16

0.1044

4

0.42

Fig.4 Top view of the hull design on Computer

4

1.31

0.1179

2

0.24

Aided Design (CAD)

5

1.34

0.1206

4

0.48

6

1.35

0.1215

2

0.24

7

1.21

0.1089

4

0.44

8

1.83

0.1647

2

0.33

9

1.91

0.1719

4

0.69

10

2.10

0.189

1

0.19

Sum of product

3.39

Volume

1.14

Fig.5 Side view of the hull design on CAD.

Table.1. Volume calculation using Simpson’s rules This method had repeated couple of times

Fig.6. Front view of the hull design on CAD. Fig.4, Fig.5 and Fig.6 shows the outlook of

because of its volume was the not the same as

the hull after changes and changes. The reason

requested.

of using CAD is because it is easy to correct,

2.50

more accurate and by using the hydrostatic 2.00

function to carry out the parametric of the hull.

1.50 1.00 0.50

Volume (ft3)

41.3147

Displacement (lb)

2561.62

Centre of Buoyancy

13.0032, -5.68435,

0.00

-0.272171 0

5

10

15 Wetted Surface Area

Fig.3. Area of each cross section.

111.902

(ft2)

Cross section area graph is useful because

Waterline Length(ft)

33.0003

its shows the brief shape of the hull instead of

Maximum Waterline

4.49463

just the area size of the number. After the graph

Beam(ft)

has been plotted, some of the section might need

Water Plane Area(ft2)

96.6429

to change as long as they are not in a nice

Centre of Floatation

13.4635, -5.68345,

smooth curve because the final product might have too much resistance.

0 Draft(ft)

0.81

CB

0.33

CP

0.60

Table.2. The parametric of a side of the catamaran hull. Volume (ft3)

80.16

Displacement (lb)

5234.25

Centre of Buoyancy

13.0032,


0,

Angle

GZ(m)

RM (kg m)

0

0

0

10

0.467908

1113.247848

20

0.381889

908.5929544

-0.272171 Wetted Surface Area

223.804

(ft2) Waterline Length(ft)

33.0003

30

-0.15622

-371.6868758

Maximum Waterline

15.86

40

-0.50939

-1211.950448

50

-0.25953

-617.4635992

60

0.297578

707.9988104

Beam(ft) Water Plane Area(ft2)

193.286

Centre of Floatation

13.4635,

Table.5. GZ length and righting moment with

0

different angle.

0 Draft(ft)

Fig,7, and Table.5. show that the hull has

0.81

the stability range at between 0 and about 26

Table.3. The parametric of the full catamaran

degree and stable upside down at between about

hull

26 and about 56 degree. It has a minimum GZ of

Table 2 and table 3 shows the parametric of both

-0.5 at 40 degree and maximum GZ of 0.47 at 10

single hull and the full catamaran hull. They are

degree.

useful for stability calculations.

Displacement (kg)

Density Resign:

2379.204545

Fibre (g/m )

Beam(m)

1.99

CSM

600

LOA(m)

10.67073171

WR

600

80.16

CSM

600

7.007646468

WR

600

15

CSM

600

1.731707317

WR

600

Ir (m )

103.9795999

CSM

600

BM (m)

1.297150697

WR

600

GB (m)

0.2721

CSM

600

GM (m)

1.025050697

WR

600

Table.4. Second moment of Inertia and and GM

CSM

600

calculation

WR

600

CSM

600

0.4

WR

600

0.2

CSM

600

WR

600

CSM

600

WR

600

CSM

600

3

Volume(m ) ITDM 2

Area(m ) Height (m) 4

0.6

0 -0.2 0

20

40

60

-0.4

80

T

Fibre

Resin

WF 2

fibre

(mm) Weight(kg) weight(kg)

2.5 : 1 0.29 1.62

16.18

40.44

0.50 0.80

16.18

16.18

2.5 : 1 0.29 1.62

16.18

40.44

0.50 0.80

16.18

16.18

2.5 : 1 0.29 1.62

16.18

40.44

0.50 0.80

16.18

16.18

2.5 : 1 0.29 1.62

16.18

40.44

0.50 0.80

16.18

16.18

2.5 : 1 0.29 1.62

16.18

40.44

0.50 0.80

16.18

16.18

2.5 : 1 0.29 1.62

16.18

40.44

0.50 0.80

16.18

16.18

2.5 : 1 0.29 1.62

16.18

40.44

0.50 0.80

16.18

16.18

2.5 : 1 0.29 1.62

16.18

40.44

0.50 0.80

16.18

16.18

2.5 : 1 0.29 1.62

16.18

40.44

0.50 0.80

16.18

16.18

2.5 : 1 0.29 1.62

16.18

40.44

1:1

1:1

1:1

1:1

1:1

1:1

1:1

1:1

1:1

-0.6 Fig.7. The GZ-angle curve of the catamaran


WR

600

CSM

600

WR

600

CSM

600

1:1

0.50 0.80

16.18

16.18

questions and general information for deck, US:

2.5 : 1 0.29 1.62

16.18

40.44

Bureau of Reconstruction and Repair

0.50 0.80

16.18

16.18

2.5 : 1 0.29 1.62

16.18

40.44

Munson, B.R., Young, D.F. and Okiishi, T.H.

Total 28.19

372.05

663.22

(2006). Fundamentals of fluid mechanics. 5th edn.

1035.26

John Wiley & Sons, Inc

1:1

Table. 6 The lamination of Catamaran hull and calculation of total thickness and weight. Table 6 shows the total thickness and

Pilkey, W.D. (2002) Analysis and Design of Elastic Beams. John Wiley & Sons, Inc

weight of the FRP lamination of each layer. It also carries out how much resin to use. Total

Pilkey,

W.D.

and

thickness of the hull is 28.19mm with the weight

Mechanics of solids

Pilkey,

O.H.

(1974)

of 1085.26kg. CONCLUSION For the whole process of designing the

Rousmaniere, J. (1999) The Annapolis Book of Seamanship, New York

catamaran take a lot of time especially for the outlook design. The limitation of time cause the

Vaughan, C.L., O’Melley, M.J. (2005) Froude

catamaran did not have chances to improve and

and the contribution of naval architecture to our

study by experiment. Although the process is

understanding of bipedal locomotion

followed, some of the information seems hugely different compare to normal. If time is available,

Whatley, A. (2010) Lesson with Alex Whatley,

experiment would be the idea of getting the

March

stability right and performances might also able to carry out. The further design, improvement and experiment will be on progress. ACKNOWLEDGEMENTS Special thanks to Alex Whatley and Mash Derrick from Falmouth Marine School for assistance on calculation and CAD works. REFERENCES Kemp and Young, ship stability

Larsson, L and Eliasson, R. E. (2007) The Principles Of Yacht Design. 3rd edn. London: Adlard Coles Nautical

McCall, P (1918) The naval artificer's manual: (The naval artificer's handbook revised) text,


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