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DGDG-EU bend restrictor
standardisation

October MMXIII
Introducing

DGDG-EU

Bend Restrictor Standardisation

2
Agenda
Slide
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.

Oct - MMXIII
Introduction
Agenda
Polyurethane bend restrictors
Vertebra material selection
Standard internal Ø
Service line MBR & Ø
Variables
Vertebra moment resistance (M )
2nd Moment of area (I )
Line tension (F )
Factors of safety

DGDG-EU

13. Vertebra moment resistance
14. Line tension
15. Other material selection
------------------------------------------16- 20. Examples
21. Bolt calculations
22. Standard products
23. Different vertebra & materials
24. Bespoke designs
25. AOB
26. Thank you
27. Contact

Bend Restrictor Standardisation

3
Polyurethane bend restrictors
• Are present at the interface between flexible service lines (flexible
flow-lines, umbilicals or cables) and rigid structures to prevent the
over-bending of the service line during installation and service.
• They are designed to be flexible but lock at a bend radius (MBR)
greater than that of the service line, providing protection to the line
from buckling or over bending.
• Near neutrally buoyant half vertebra (shore 82D) are joined with
corrosion resistant fasteners (UNS S32760).
• Using extensive experience DGDG-EU have designed standard parts
that comply with API 17J.

DGDG-EU

Bend Restrictor Standardisation

4
Vertebra material selection
•
•
•
•
•

Polyurethane - Generic
Specific gravity
Tensile strength (σ ) 41-64MPa
Operating temperature
Standard colour

• Sub supplied
DGDG-EU

= 82 Shore D
= 1.14
= 41MPa
= -10° + 60° C
= Yellow
3.1B Certified

Bend Restrictor Standardisation

5
Vertebra internal Ø
Type
T012
T015
T019
T025
T033
T044
T057
T070
DGDG-EU

Service Line Ø Element
Max bore Ø
Min
0.13
0.12
0.09
0.16
0.15
0.12
0.20
0.19
0.15
0.26
0.25
0.19
0.34
0.33
0.25
0.44
0.43
0.33
0.58
0.57
0.43
0.72
0.7
0.57
Bend Restrictor Standardisation

6
Service line minimum bend radius
& service line Ø

Service line MBR (l ) = 10 x service line Ø

DGDG-EU

Bend Restrictor Standardisation

7
Vertebra moment resistance & line
tension calculation definitions
M
σ
I
D
d
F
l
DGDG-EU

=
=
=
=
=
=
=

Moment resistance
Tensile strength
2nd moment of area
External Ø
Internal Ø
Line tension
MLR restrictor (≥ MBR umbilical)
Bend Restrictor Standardisation

8
Moment resistance calculation (M )
hollow cylinder
• Bending theory - peak bending moment - cylinder

2𝜎𝐼
𝑀=
𝐷
(Ref:- Mechanics of Engineering Matl's -Benham & Crawford)

DGDG-EU

Bend Restrictor Standardisation

9
2nd moment of area (I )
hollow cylinder
𝜋
𝐼=
× 𝐷4 − 𝑑4
64

DGDG-EU

Bend Restrictor Standardisation

10
Line tension (F ) at 90°
𝑀
𝐹=
𝑙

DGDG-EU

Bend Restrictor Standardisation

11
Safety factors
•
•
•
•

Line tension MBR
Fail - Material – supplier
Low
Max

DGDG-EU

Bend Restrictor Standardisation

20%
0-33%
25% of Fail
50% of Fail

12
Standard moment resistance
Moment resistance kNm
Type (Fail)
(low)
(Max)
T012
22
5
11
T015
45
10
20
T019
65
15
35
T025
137
35
70
T033
221
55
110
T044
437
110
220
T057
870
215
435
T070
1407
350
705
DGDG-EU

Bend Restrictor Standardisation

13
Line Tension at 90°
Type
T012
T015
T019
T025
T033
T044
T057
T070
DGDG-EU

Line Tension kN
MLR (Fail) (low) (Max)
1.3
17
5
8
1.6
28
5
15
2
33
10
15
2.6
53
15
25
3.4
65
15
30
4.4
99
25
50
5.8
150
35
75
7.2
195
50 100
Bend Restrictor Standardisation

14
Other material selection
•
•
•
•

Fasteners
End termination
Anodes
Paint

UNS S32760
CS S355
Norsok std
Norsok std

• Sub supplied

DGDG-EU

3.1B Certified

Bend Restrictor Standardisation

15
Example T033

Vertebra internal Ø (d )
& minimum lock radius (r )
•
•
•
•

Element internal Ø (d )
MBR (l ) = 0.34m x 10

r
r

= 0.34m
= 3.4m
= MBR + 20%
= 4.1m

Note: r is the centre of the unloaded restrictor geometry.
DGDG-EU

Bend Restrictor Standardisation

16
Example T033

Moment resistance (M ) calculation
•
•
•
•
•

Service line Ø
Minimum clearance (c )
Internal Ø (d ) = 0.33 + c
Element wall (t )
External Ø (D ) = d + 2t

DGDG-EU

Bend Restrictor Standardisation

= 0.25-0.33m
= 0.01m
= 0.34m
= 0.05m
= 0.44m

17
Example T033
nd
2

moment of area (I )

𝜋
4
4
𝐼=
× 0.44 − 0.34
64

∴
DGDG-EU

𝐼 = 1.18 × 10ˉ³𝑚4
Bend Restrictor Standardisation

18
Example T033

Moment resistance(M )
2 × 41𝑀𝑃𝑎 × 1.18 × 10ˉ³𝑚
𝑀=
0.44𝑚

∴
DGDG-EU

4

𝑀 = 221 kNm

Bend Restrictor Standardisation

19
Example T033

line tension (F ) at 90°
221𝑘𝑁𝑚
𝐹=
3.4𝑚

∴ 𝐹 = 65 kN
DGDG-EU

Bend Restrictor Standardisation

20
Bolt calculations
Are not covered in this presentation, to
determine the bolt size extensive calculation
is required for each restrictor involving the
compressive strength of the polyurethane
and the tensile strength of the bolt material.
The sizes on the following chart are based
upon established historic values.
DGDG-EU

Bend Restrictor Standardisation

21
DGDG-EU bend restrictors
Type
T012
T015
T019
T025
T033
T044
T057
T070

Service Line Ø
Element
Min
Max bore Ø MLR
0.09
0.12
0.13 1.3
0.12
0.15
0.16 1.6
0.15
0.19
0.20
2
0.19
0.25
0.26 2.6
0.25
0.33
0.34 3.4
0.33
0.43
0.44 4.4
0.43
0.57
0.58 5.8
0.57
0.7
0.72 7.2

DGDG-EU

Bolt
M8
M10
M10
M12
M12
M16
M20
M24

Moment resistance kNm
Line Tension kN
(Fail)
(low)
(Max)
(Fail)
(low) (Max)
22
5
11
17
5
8
45
10
20
28
5
15
65
15
35
33
10
15
137
35
70
53
15
25
221
55
110
65
15
30
437
110
220
99
25
50
870
215
435
150
35
75
1407
350
705
195
50
100

Bend Restrictor Standardisation

22
DGDG-EU bend restrictors

DGDG-EU

Bend Restrictor Standardisation

23
Different shapes of vertebra

DGDG-EU

Bend Restrictor Standardisation

24
Bespoke design
• What are the possibilities to go outside the
standard manufacturing program?
• DGDG-EU has experience and knowledge to
design all types of bend restrictors, from
polyurethane to steel and hybrids.

DGDG-EU

Bend Restrictor Standardisation

25
AOB

DGDG-EU

Bend Restrictor Standardisation

26
Thank you for your time.

DGDG-EU

Bend Restrictor Standardisation

27
Thank you for your time.

DGDG-EU

Bend Restrictor Standardisation

28
For further information contact
info@dgdg.eu

DGDG-EU

Bend Restrictor Standardisation

29

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Bend restrictors

  • 3. Agenda Slide 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. Oct - MMXIII Introduction Agenda Polyurethane bend restrictors Vertebra material selection Standard internal Ø Service line MBR & Ø Variables Vertebra moment resistance (M ) 2nd Moment of area (I ) Line tension (F ) Factors of safety DGDG-EU 13. Vertebra moment resistance 14. Line tension 15. Other material selection ------------------------------------------16- 20. Examples 21. Bolt calculations 22. Standard products 23. Different vertebra & materials 24. Bespoke designs 25. AOB 26. Thank you 27. Contact Bend Restrictor Standardisation 3
  • 4. Polyurethane bend restrictors • Are present at the interface between flexible service lines (flexible flow-lines, umbilicals or cables) and rigid structures to prevent the over-bending of the service line during installation and service. • They are designed to be flexible but lock at a bend radius (MBR) greater than that of the service line, providing protection to the line from buckling or over bending. • Near neutrally buoyant half vertebra (shore 82D) are joined with corrosion resistant fasteners (UNS S32760). • Using extensive experience DGDG-EU have designed standard parts that comply with API 17J. DGDG-EU Bend Restrictor Standardisation 4
  • 5. Vertebra material selection • • • • • Polyurethane - Generic Specific gravity Tensile strength (σ ) 41-64MPa Operating temperature Standard colour • Sub supplied DGDG-EU = 82 Shore D = 1.14 = 41MPa = -10° + 60° C = Yellow 3.1B Certified Bend Restrictor Standardisation 5
  • 6. Vertebra internal Ø Type T012 T015 T019 T025 T033 T044 T057 T070 DGDG-EU Service Line Ø Element Max bore Ø Min 0.13 0.12 0.09 0.16 0.15 0.12 0.20 0.19 0.15 0.26 0.25 0.19 0.34 0.33 0.25 0.44 0.43 0.33 0.58 0.57 0.43 0.72 0.7 0.57 Bend Restrictor Standardisation 6
  • 7. Service line minimum bend radius & service line Ø Service line MBR (l ) = 10 x service line Ø DGDG-EU Bend Restrictor Standardisation 7
  • 8. Vertebra moment resistance & line tension calculation definitions M σ I D d F l DGDG-EU = = = = = = = Moment resistance Tensile strength 2nd moment of area External Ø Internal Ø Line tension MLR restrictor (≥ MBR umbilical) Bend Restrictor Standardisation 8
  • 9. Moment resistance calculation (M ) hollow cylinder • Bending theory - peak bending moment - cylinder 2𝜎𝐼 𝑀= 𝐷 (Ref:- Mechanics of Engineering Matl's -Benham & Crawford) DGDG-EU Bend Restrictor Standardisation 9
  • 10. 2nd moment of area (I ) hollow cylinder 𝜋 𝐼= × 𝐷4 − 𝑑4 64 DGDG-EU Bend Restrictor Standardisation 10
  • 11. Line tension (F ) at 90° 𝑀 𝐹= 𝑙 DGDG-EU Bend Restrictor Standardisation 11
  • 12. Safety factors • • • • Line tension MBR Fail - Material – supplier Low Max DGDG-EU Bend Restrictor Standardisation 20% 0-33% 25% of Fail 50% of Fail 12
  • 13. Standard moment resistance Moment resistance kNm Type (Fail) (low) (Max) T012 22 5 11 T015 45 10 20 T019 65 15 35 T025 137 35 70 T033 221 55 110 T044 437 110 220 T057 870 215 435 T070 1407 350 705 DGDG-EU Bend Restrictor Standardisation 13
  • 14. Line Tension at 90° Type T012 T015 T019 T025 T033 T044 T057 T070 DGDG-EU Line Tension kN MLR (Fail) (low) (Max) 1.3 17 5 8 1.6 28 5 15 2 33 10 15 2.6 53 15 25 3.4 65 15 30 4.4 99 25 50 5.8 150 35 75 7.2 195 50 100 Bend Restrictor Standardisation 14
  • 15. Other material selection • • • • Fasteners End termination Anodes Paint UNS S32760 CS S355 Norsok std Norsok std • Sub supplied DGDG-EU 3.1B Certified Bend Restrictor Standardisation 15
  • 16. Example T033 Vertebra internal Ø (d ) & minimum lock radius (r ) • • • • Element internal Ø (d ) MBR (l ) = 0.34m x 10 r r = 0.34m = 3.4m = MBR + 20% = 4.1m Note: r is the centre of the unloaded restrictor geometry. DGDG-EU Bend Restrictor Standardisation 16
  • 17. Example T033 Moment resistance (M ) calculation • • • • • Service line Ø Minimum clearance (c ) Internal Ø (d ) = 0.33 + c Element wall (t ) External Ø (D ) = d + 2t DGDG-EU Bend Restrictor Standardisation = 0.25-0.33m = 0.01m = 0.34m = 0.05m = 0.44m 17
  • 18. Example T033 nd 2 moment of area (I ) 𝜋 4 4 𝐼= × 0.44 − 0.34 64 ∴ DGDG-EU 𝐼 = 1.18 × 10ˉ³𝑚4 Bend Restrictor Standardisation 18
  • 19. Example T033 Moment resistance(M ) 2 × 41𝑀𝑃𝑎 × 1.18 × 10ˉ³𝑚 𝑀= 0.44𝑚 ∴ DGDG-EU 4 𝑀 = 221 kNm Bend Restrictor Standardisation 19
  • 20. Example T033 line tension (F ) at 90° 221𝑘𝑁𝑚 𝐹= 3.4𝑚 ∴ 𝐹 = 65 kN DGDG-EU Bend Restrictor Standardisation 20
  • 21. Bolt calculations Are not covered in this presentation, to determine the bolt size extensive calculation is required for each restrictor involving the compressive strength of the polyurethane and the tensile strength of the bolt material. The sizes on the following chart are based upon established historic values. DGDG-EU Bend Restrictor Standardisation 21
  • 22. DGDG-EU bend restrictors Type T012 T015 T019 T025 T033 T044 T057 T070 Service Line Ø Element Min Max bore Ø MLR 0.09 0.12 0.13 1.3 0.12 0.15 0.16 1.6 0.15 0.19 0.20 2 0.19 0.25 0.26 2.6 0.25 0.33 0.34 3.4 0.33 0.43 0.44 4.4 0.43 0.57 0.58 5.8 0.57 0.7 0.72 7.2 DGDG-EU Bolt M8 M10 M10 M12 M12 M16 M20 M24 Moment resistance kNm Line Tension kN (Fail) (low) (Max) (Fail) (low) (Max) 22 5 11 17 5 8 45 10 20 28 5 15 65 15 35 33 10 15 137 35 70 53 15 25 221 55 110 65 15 30 437 110 220 99 25 50 870 215 435 150 35 75 1407 350 705 195 50 100 Bend Restrictor Standardisation 22
  • 23. DGDG-EU bend restrictors DGDG-EU Bend Restrictor Standardisation 23
  • 24. Different shapes of vertebra DGDG-EU Bend Restrictor Standardisation 24
  • 25. Bespoke design • What are the possibilities to go outside the standard manufacturing program? • DGDG-EU has experience and knowledge to design all types of bend restrictors, from polyurethane to steel and hybrids. DGDG-EU Bend Restrictor Standardisation 25
  • 27. Thank you for your time. DGDG-EU Bend Restrictor Standardisation 27
  • 28. Thank you for your time. DGDG-EU Bend Restrictor Standardisation 28
  • 29. For further information contact info@dgdg.eu DGDG-EU Bend Restrictor Standardisation 29