13
Reducing risk and cost through an optimised inspection approach February 2017

Reducing risk and cost through an optimised … fatigue risk 3 ISO 19902 23.1.3 & API-RP-2SIM Risk Category Inspection Interval Ranges Higher 3 years to 5 years Medium 6 years to 10

Embed Size (px)

Citation preview

Reducing risk and cost through an

optimised inspection approach

February 2017

Structural fatigue

2

Alexander Kielland – Catastrophic brace failure due to

fatigue causing collapse in 1980. 123 people died.

Maari platform – 1.4m long crack

found in a horizontal bracing in

November 2016. Platform was

shut down for several months to

monitor and repair.

Ninian Southern – Multiple

fatigue cracks found and

brace failures recorded since

1980s

Managing fatigue risk

3

ISO 19902 23.1.3 & API-RP-2SIM

Risk CategoryInspection Interval

Ranges

Higher 3 years to 5 years

Medium 6 years to 10 years

Lower 11 years to 15 years

Data

Evaluation

Inspection

Programme

Inspection

Strategy

Managing fatigue risk

4

Inspection Interval (Years)

Likelihood

0 1 2 3 4 5

Co

nse

qu

ence

A 5 5

B 10 5 5

C 10 10 5 5

D 10 10 10 5 5

E 10 10 10 10 5 5

F 10 10 10 10 10 10

Long fatigue life Short fatigue life

Critical

structural

component

Less critical

structural

component

Risky conclusions:

• Platform is still standing – not a

problem.

• My fatigue results are a risk ranking

only.

• Performed NDT on one joint and

found no cracks so the others should

be fine

• NDT Inspected once before – no

damage

What about very short fatigue lives?

Managing high fatigue risk

5

North Sea Jacket:

• 37 joints with Life < 60 years

• 18 joints with Life < 10 years

Option 2:

Do Nothing

• Accept the

perceived risk

• Qualitatively

dismiss the risk /

results

Option 3:

Mitigate via

Analysis

• Advanced analysis

can potentially

mitigate the fatigue

risks to an

acceptable level

• More definitive

understanding of

relative risks

• Can be perceived

as costly

• May not fully solve

the problem

Short Fatigue

lives

Option 1:

Inspect

• Expected action

/ commonly

done.

• Unfocussed

scope

• Often cannot be

completed

• Costly

Option 4. Better

understand the risk and

Inspect only what you

need to

• Well understood risk

• Minimised inspection scope

• Inspection results can further

optimise the future inspection

scope

• Analysis information readily

available to make cost

effective decisions

• Lack of cooperation &

communication between

analysts / inspectors /

operators to understand the

benefits – and implement

Systematic fatigue risk assessment

6

5 STEPS:

Step 1: Improve fatigue analysis

Step 2: Quantify fatigue risk

Step 3: Quantify inspection results (if any) in terms of its effect on risk

Step 4: Better understand platform redundancy and re-set risk thresholds

Step 5: Use database of inspection effectiveness and costs to plan cost optimised targeted inspections

Option 4. Better understand

the risk and Inspect only

what you need to

COSTRISK

7

Conventional Fatigue analysis is

conservative.

We can improve by:

• Reviewing the model (joint

flexibility)

• Reviewing SN curves and

SCFs

• Refining splash zone

assumptions

• Refining wave steepness (if

spectral analysis)

• Embedding shell / solid FE

models

Step 1 – Improve fatigue analysis

No. of

locations:

105

79

13

1E-8

1E-7

1E-6

1E-5

1E-4

1E-3

1E-2

1E-1

1E+0

0 2 4 6 8 10 12 14 16 18 20

An

nu

al F

ailu

re R

ate

Time (Yrs)

Step 2 – Quantify fatigue risk

8

Step 3 – Incorporate inspection findings

Established methods (DNVGL-RP-C210) to determine probability of

fatigue failure based on fatigue analysis results

ACFM Inspection

at 4 years

Step 4 – Determine criticality via redundancy

9

Refining the

Fatigue Analysis

can reduce the

likelihood of failure

Demonstrating

redundancy

reduces the

consequence of

failure

Likelihood Level

Step 5 – Develop cost effective inspection plan

10

Applying Quantitative RBI – means we calculate the probability of fatigue failure

as a function of time, and inspect each time the probability gets too high.

1E-8

1E-7

1E-6

1E-5

1E-4

1E-3

1E-2

1E-1

1E+0

0 5 10 15 20 25 30

An

nu

al F

ailu

re R

ate

Time (Yrs)

Diver

inspection

at 4 years

Diver

inspection

at 12 years

Final Diver

inspection

at 22 years

Reduction in risk is based on

Probability of Detection (PoD)

Hard Suit Diver NDT Inspection campaign

(5 inspections required)

ROV NDT Inspection campaign

(6 inspections required)

11

Step 5 – Develop cost effective inspection plan

COSTRISK

12

Thank youIf you’d like to find out more visit:www.atkinsglobal.com

or contact:

13 Atkins except where stated otherwise

[email protected] [email protected]

[email protected] [email protected]

Acknowledgements: