Section
2 Propulsion units
2.1 General
2.1.1 Propulsion
unit structure scantling requirements are to comply with Pt 5 Main and Auxiliary Machinery of the Rules for Ships and the additional
requirements below.
2.1.2 The propulsion
unit structure and components shall be designed to withstand the loads
derived from the standard load scenarios.
2.1.3 A risk
assessment is required to be performed for ships operating stern first
in ice equipped with single propulsion units to identify components
where a single failure could cause loss of all propulsion and/or steering
capability and the proposed arrangements for preventing and mitigating
the effects of such a failure.
2.2 Propulsion unit structure
2.2.3 Global
loads associated with the standard scenarios are based on the contact
area with the keel of an ice ridge that is dependent on the propulsion
unit orientation.
2.2.4 The load
from the ice ridge is to be considered as two components the force
on the propulsion unit strut, F
C, and the
force collected by the propeller or propulsion unit body, F
K. The total moment, M
TOTAL, is defined
as a combination of F
C and F
K. See
Table 4.2.1 Global ice loads for propulsion
unit.
Table 4.2.1 Global ice loads for propulsion
unit
M
TOTAL
|
= |
h
c
F
C + h
k
F
K in MNm |
where the force, F
C, applied to the propulsion unit strut is considered as a
crushing failure of the consolidated layer of the ice ridge or side of ice
channel:
and where the force, F
K, collected by the propeller/propulsion unit body is considered
as a proportion of the total keel force from the unconsolidated layer of the
ice ridge :
|
Symbols
|
A
C
|
= |
longitudinal or transverse load area for propulsion
unit strut, as defined by load scenario, in m2
|
A
K
|
= |
longitudinal or transverse load area for propulsion
unit body, as defined by load scenario, in m2
|
h
c
|
= |
vertical distance from the centre of action of
A
C to the lower slewing bearing, in metres |
h
k
|
= |
vertical distance from the centre of action of
A
K to the lower slewing bearing, in metres |
p
|
= |
average ice pressure over the considered load area,
MPa |
k
1
|
= |
f (load area, aspect ratio) |
k
2
|
= |
f (ice ridge keel properties: keel depth, internal friction
angle, cohesion, effective buoyancy) |
|
2.2.5 Global
loads are to be applied to the propulsion unit and strut at the point
of assumed action for the dimensioning of primary members.
2.2.6 Determination
of the load area A
C and A
K is
to be based upon the standard load scenario for the propulsion unit.
In general, the height of the load area (contact height) for the strut
is recommended to be taken at 0,25 of the design ice thickness h,
associated with the ice class. See
Table 4.2.2 Nominal ice thicknesses. For the application of
FS Rules to the above requirements, Ice Class 1A FS and 1AS FS are
to be considered as Ice Class PC7 and PC6 respectively. The width
of the load area is recommended to follow Figure 4.2.1 Load areas for propulsion unit global force derivation.
Table 4.2.2 Nominal ice thicknesses
Ice Class
|
h
|
PC1
|
7
|
PC2
|
6
|
PC3
|
5
|
PC4
|
4
|
PC5
|
3
|
PC6
|
2,8
|
PC7
|
2,5
|
Figure 4.2.1 Load areas for propulsion unit global force derivation
2.2.7 Coefficients k
1 and k
2 are included to
acknowledge the varying methods that can be utilised to dimension
the global ice loads for the propulsion unit. For the determination
of F
C, the pressure-area relationship is also
expected to include the load aspect ratio considering the propulsion
unit strut geometry. For the determination of F
K,
the properties of the ice ridge are to be consistent with expected
areas of operation for the ice class notation assigned.
2.2.8 The determination
of F
C and F
K will
be specially considered for the assignment of SFIC to ships with ice
classes PC1, PC2 and PC3.
2.2.9 A pyramid
of strength approach is to be adopted for the propulsion unit. The
propeller is to be designed to fail before the propeller shafting.
2.2.10 Propulsion
unit appendages, such as a pod fin, are to be designed to fail before
the propulsion unit support structure.
2.3 Propulsion unit support structure
2.4 Propulsion unit mounting block
2.4.1 The requirements
of this Section are to be applied to the propulsion unit mounting
block, if applicable.
2.4.3 The loads
on the mounting block are to be derived from the maximum bearing reactions
from the ice loads applied.
2.5 Load calculations
2.5.2 The derivation
of the global loads F
x, F
y,
and M
x in Pt 5 Main and Auxiliary Machinery of
the Rules for Ships are to include ice loads based on the propulsion
unit operating scenarios. In general, consideration should be given
to the following:
-
Bollard pull;
-
Longitudinal ice
load, FI
L;
-
Transverse ice load, FI
T;
-
Breaking force on
one blade FI
P;
-
Propeller open water
thrust;
-
Self weight.
2.5.3 For the
propulsion unit structural integration and support structure, the
longitudinal ice load (FI
L) and transverse
ice load (FI
T) are to be applied at their
resultant point on the propulsion unit strut. These may be determined
by the summation of ice ridge forces F
C and F
K in Table 4.2.1 Global ice loads for propulsion
unit or
from the blade break force FI
p, whichever
is the greater.
2.5.4 For initial
dimensioning purposes, the breaking force on one blade FI
p, at a radius of 0,8R, is to be taken as F
T or F
A, whichever is the greater, may
be considered as an alternative to the relevant blade break load cases
of the PC Rules and FS Rules. See
Table 4.2.3 Bearing axial and tangential ice
loads using simplified blade break force for initial dimensioning.
Table 4.2.3 Bearing axial and tangential ice
loads using simplified blade break force for initial dimensioning
Tangential ice load
|
FT = F2 sin αR2 kN
|
Axial ice load
|
FA = F2 cos αR2 kN
|
Symbols
|
|
|
where
R1
|
= |
radius at root section, in mm |
R2
|
= |
mm |
R
|
= |
propeller radius, in mm |
cr
tr2
|
= |
actual value of blade section (chord length and
thickness) at R1 cm3
|
σM
|
= |
minimum specified tensile strength of propeller
material, in N/mm2
|
αR1, αR2
|
= |
see Figure below |
|
where
Section X-X is the propeller section
at R1
Section Y-Y is the propeller section at 0,8R
|
2.5.5 Propulsion
unit structure global ice loads are to be used for the dimensioning
of primary members of the propulsion unit and strut.
2.6 Propulsion shafting
2.6.1 The bearing
reactions on the propulsion shaft are to be based on the following
load cases:
-
Bollard pull;
-
Breaking force on
one blade (axial and tangential components);
-
Propeller load components
for open water operation;
-
Propulsion unit self
weight.
2.6.2 The bearing
life calculations are to include an assumed proportion of time in
ice, according to the ship’s intended operational profile.
2.6.4 Reactions
for the radial bearings supporting the propeller shaft line are to
be calculated using the following forces:
-
Propeller open water
thrust and ice impacts (dynamic case).
-
Ice loads F
A and F
T from Ch 4, 2.6 Propulsion shafting 2.6.3 (static case).
2.6.5 The bearing
dimensions are to be determined for the following load cases:
-
Dynamic (for lifetime
loads).
-
Static.
2.6.7 Axial loads
at the thrust bearing are to be calculated from the following:
-
Bollard pull and
ice torque contribution from rotating propellers (dynamic), F
D
-
Axial ice load (static),
if required for initial dimensioning purposes F
A
-
Axial ice load derived
from the PC Rules or FS Rules load case, whichever is applicable
where
Table 4.2.4 Determination of factor, in
metres
Ice Class
|
m
|
PC7
|
15,7
|
PC6
|
21,1
|
PC5
|
24,2
|
PC4
|
29,1
|
PC3
|
30,0
|
PC2
|
31,0
|
PC1
|
33,0
|
2.6.8 Requirements
for the dimensioning of propulsion shafting are to be in accordance
with the pyramid of strength philosophy applicable to both FS Rules
and PC Rules application.
2.6.9 Shaft coupling
bolts are to be dimensioned to account for the following in combination:
-
Pre-stress due to
tightening torque.
-
External loads due
to bolt array bending moment and blade break ice load, per bolt. Coupling
bolts are to be dimensioned so that the maximum stress, σ
B derived from F
B does not exceed the
bolt yield strength σ
YB by a safety factor
of 1.2:
where
σ
B
|
= |
F
B/A
a
|
F
B
|
= |
|
A
a
|
= |
cross sectional area of bolt in mm2
|
F
PRE
|
= |
pre-stress due to tightening torque |
K
1
|
= |
bolt elastic constant |
K
2
|
= |
foundation elastic constant |
n
|
= |
number
of bolts in flange |
F
E
|
= |
maximum load due to bending moment, in kN |
F
A
|
= |
as defined in Ch 4, 2.6 Propulsion shafting 2.6.3.
|
2.7 Propeller
2.7.1 The strength
of propellers are to be verified using the PC Rules or FS Rules, as
applicable.
2.7.2 Alternative
methods for assessing the propeller strength to those prescribed by
ice class rules will be considered. The formulations for pushing type
propellers in the PC Rules may be used as guidance in determining
the strength requirements for pulling propellers of Stern First Ice
Class ships.
2.7.4 In general,
the following cases are to be considered when determining loads in Ch 4, 2.7 Propeller 2.7.2:
-
Propeller blade contact
and non-contact loads during ice milling;
-
Propeller stopped
in ice condition.
2.8 Propeller bolts
2.8.1 Propeller
fixing bolts are to be designed with a factor of safety of 1,5.
2.8.2 The loading
for propeller bolts should consider the following:
-
Pre-stretch loads;
-
Centrifugal loads;
-
Ice loads.
2.9 Steering system
2.10 Propulsion unit power
2.10.1 For Stern
First Ice Class Ships, ice model tests are to be used to verify ice
performance with propulsion unit power if minimum power is a requirement
of the assigned ice class.
|