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eLibrary > 24/30505151 DC BS 6349-4 Maritime structures - Design of fendering and mooring systems Code of practice >

24/30505151 DC BS 6349-4 Maritime structures - Design of fendering and mooring systems Code of practice, 2024

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24/30505151 DC BS 6349-4 Maritime structures - Design of fendering and mooring systems Code of practice, 2024

From 36.pdf
30505151 [Go to Page]
Section 1: General
1 Scope
2 Normative references
3 Terms, definitions, symbols and abbreviated terms [Go to Page]
3.1 Terms and definitions [Go to Page]
3.1.1 base deflection
3.1.2 base energy
3.1.3 base performance
fender unit’s force-deflection and energy-deflection curves generated by performance testing a fender unit in accordance with Annex A
3.1.4 base reaction
3.1.5 berth
3.1.6 berthing line
3.1.7 blend
3.1.8 compound
3.1.9 cope
3.1.10 design vessel
3.1.11 fender
3.1.12 fendering system
3.1.13 fender unit
3.1.14 flat side of vessel
3.1.15 grade (elastomer)
3.1.16 hull contact angle
3.1.17 minimum breaking load (MBL)
3.1.17 working load limit (WLL)
3.2 Symbols
3.3 Abbreviated terms
Section 2: Fendering
4 General principles [Go to Page]
4.1 Provision and overall design of fendering systems
4.2 Selection and design of fenders
4.3 Vessel characteristics [Go to Page]
4.3.1 General
4.3.2 Berthing angles
NOTE 3 The maximum berthing angle might be limited by the berth geometry, for instance in narrow basins.
.4.3.3 Vessels with bulbous bows
4.3.4 Belting
4.4 Fender layout for berths and other locations [Go to Page]
4.4.1 General
4.4.2 Continuous quays
4.4.3 Island berths
4.4.4 Lead-in jetties and lock entrances
4.5 Berthing procedure [Go to Page]
4.5.1 Alongside berthing
4.5.2 Ferry and Ro-Ro berths
4.6 Berthing reactions and load distribution [Go to Page]
4.6.1 General
4.6.2 Hull pressures
4.6.3 Fender energy absorption and reaction due to parallel and angular berthing
4.7 Moored reactions
4.8 Moored vessels subject to wave action
5 Calculation of berthing energies [Go to Page]
5.1 Characteristic and design berthing energy
5.2 Calculation of characteristic berthing energies for alongside berthing [Go to Page]
5.2.1 General
5.2.2 Berthing velocities [Go to Page]
5.2.2.1 General
5.2.2.2 Existing ports and terminals
5.2.2.3 Limiting design conditions for existing ports and terminals
5.2.2.4 Existing ports and terminals with different design conditions
5.2.2.5 New ports and terminals
5.2.2.6 Minimum berthing velocity
5.2.3 Displacement
5.2.4 Hydrodynamic mass coefficient
5.2.5 Eccentricity coefficient
5.2.6 Softness coefficient
5.2.7 Berth configuration coefficient
5.3 Calculation of berthing energies for ferry and Ro-Ro berths [Go to Page]
5.3.1 Characteristic berthing velocities
5.3.2 Side fenders
5.3.3 End fenders
6 Selection of fenders and fender types [Go to Page]
6.1 General
6.2 Materials and workmanship
6.3 Fenders using moulded/wrapped/ extruded elastomeric units [Go to Page]
6.3.1 Fender selection – energy capacity [Go to Page]
6.3.1.1 Temperature factor applicable to fender energy capacity
6.3.1.2 Angle factor applicable to fender energy capacity
6.3.1.3 Strain rate factor applicable to fender energy capacity
6.3.1.4 Recovery factor applicable to fender energy capacity
6.3.1.5 Hardening factor applicable to fender energy capacity
6.3.1.6 Manufacturing partial factor applicable to the fender energy capacity
6.3.2 Fender reactions for the design of fender support structures, fender panels and fender ancillary items [Go to Page]
6.3.2.1 Design reaction force
6.3.2.2 Characteristic reaction force
6.3.2.3 Temperature factor applicable to fender reaction force
6.3.2.4 Angle factor applicable to fender reaction force
6.3.2.5 Strain rate factor applicable to fender reaction force
6.3.2.6 Recovery factor applicable to fender reaction force
6.3.2.7 Hardening factor applicable to fender reaction force
6.3.2.8 Manufacturing partial factor applicable to the fender reaction force
6.4 Torsion arm fenders
6.5 Pneumatic and foam-filled fenders [Go to Page]
6.5.1 Pneumatic fenders
6.5.2 Foam-filled fenders
6.6 Shear forces on fenders
6.7 Mounting and suspension [Go to Page]
6.7.1 General
6.7.2 Fixings
6.7.3 Restraint chains
6.7.4 Suspension systems for floating fenders
6.8 Fender panels [Go to Page]
6.8.1 Geometry
6.8.2 Design [Go to Page]
6.8.2.1 General
6.8.2.2 Design scenarios
6.8.2.3 Fixings
6.8.2.4 Corrosion mitigation and protection from degradation
6.8.3 Fabrication
6.8.4 Maintenance
6.9 Fender spools [Go to Page]
6.9.1 Design [Go to Page]
6.9.1.1 Fixings
6.9.1.2 Corrosion mitigation
6.9.2 Fabrication
6.9.3 Maintenance
6.10 Flexible dolphins [Go to Page]
6.10.1 Loadings
6.10.2 Design of flexible dolphin
6.10.3 Design deflections
6.10.4 Decks and berthing frames
6.10.5 Flexible dolphins with fenders
Section 3: Mooring
7 Principles of effective mooring [Go to Page]
7.1 General
7.2 Snap back
7.3 Mooring lines [Go to Page]
7.3.1 Breast lines
7.3.2 Spring lines
7.3.3 Head and stern lines and additional mooring lines
7.4 Mooring layouts [Go to Page]
7.4.1 General
7.4.2 Continuous quays
7.4.3 Island or similar berths
8 Actions acting on the moored vessel [Go to Page]
8.1 General
8.2 Wind and currents
8.3 Hydrodynamic forces [Go to Page]
8.3.1 Off-quay hydrodynamic forces
8.3.2 Passing vessel effects
8.3.3 Long period and infragravity waves
8.4 Tidal rise and fall and change in draught or trim due to cargo operations
8.5 Ice
9 Loads on mooring points [Go to Page]
9.1 General
9.2 Calculation methods [Go to Page]
9.2.1 General
9.2.2 Method 1: Elastic analysis
9.2.3 Method 2: Simple shared loads
9.2.4 Method 3: Working line loads
9.2.5 Method 4: Computer simulation or physical modelling
9.2.6 Method 5: Notional bollard load capacity
9.3 Design of mooring point structures
10 Berth mooring equipment [Go to Page]
10.1 Materials and Testing
10.2 Mounting and fixing
10.3 Bollards
10.4 Quick release mooring hooks
10.5 Capstans
10.6 Alternative mooring systems [Go to Page]
10.6.1 In-line mooring systems
10.6.2 Vacuum mooring systems
10.6.3 Magnetic mooring systems
Annex A Performance testing of elastomeric fender units [Go to Page]
A.1 Test pieces
A.2 Number of test pieces
A.3 Test laboratory and apparatus
A.4 Independent verification
A.5 Thermal stabilization
A.6 Compression velocity
A.7 Angular compression
A.8 Extent of compression
A.9 Calculation of energy absorption
A.10 Stability of test piece
A.11 Test procedure
A.12 Pass criteria
A.13 Test report
A.14 Establishment of fender performance factors
A.15 Type approval
Annex B (informative) Berthing velocities [Go to Page]
B.1 Historic approach
B.2 WG211 Approach
B.3 Alternative approach
Annex C Durability testing of elastomeric fender units [Go to Page]
C.1 Test pieces
C.2 Number of test pieces
C.3 Number and extent of compressions
C.4 Test laboratory and apparatus
C.5 Test procedure
C.6 Pass criteria
C.7 Test report
C.8 Type approval testing
Annex D (informative) Further background to moored ship dynamic response
Annex E Numerical modelling
Annex F Physical modelling [Go to Page]
F.1 General
Annex H Testing of mooring equipment [Go to Page]
H.1 General
H.2 Materials
H.3 Laboratory Testing [Go to Page]
H.3.1 General
H.3.2 Testing pass criteria
H.3.3 Minimum breaking load
H.3.4 Verification of working load limit
H.4 Reporting of laboratory testing
H.5 Traceability
H.6 Conformity
H.7 Verification of WLL of installed mooring equipment
H.8 Reporting of in situ testing
Bibliography [Go to Page]

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