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Engineering Systems Division, DTU Management Engineering, Technical University of Denmark 1 RISK RESEARCH FOR SAFETY CRITICAL SYSTEMS AT THE TECHNICAL UNIVERSITY OF DENMARK Igor Kozine, Senior researcher [email protected]

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  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    1

    RISK RESEARCH FOR SAFETY CRITICAL SYSTEMS AT THE TECHNICAL UNIVERSITY OF DENMARK

    Igor Kozine, Senior researcher [email protected]

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    2 12 July 2016

    Ris National Laboratory

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    Technical University of Denmark

    3

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    4 12 July 2016

    Reliability and Risk Research Academic milestones

    Reliability of technical systems Stochastic uncertainty

    Generalised reliability models to intervals Epistemic uncertainty

    Models of likelihood of accidents Epistemic uncertainty

    Models of human performance in safety critical systems Discrete event simulation

    Organisational factors and risk Quality of maintanence of safety barriers

    Systems resilience Capabilities based approach

    Risk identification in cyber-physical systems Multilevel multidimensional HAZOP

    Integrated models of risk assess: physical systems and humans Discrete event simulation

    TIME

    TIME

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    5 12 July 2016

    Reliability and Risk Research Domains

    Nuclear power generation

    Wind power generation (onshore-offshore)

    Oil and gas transportation

    Shale gas production

    Offshore oil and gas production

    Maritime Railway Bridges and tunnels

    Hydrogen-driven vehicles, transportation and distribution

    Water supply Etc.

    Chemical

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    6 12 July 2016

    From Risk to Resilience

    Marie-Valentine Florin, shown at NATO Workshop 26-29 June, Azores

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    7 12 July 2016

    Capabilities-based approach for assessing the resilience of critical infrastructure Resilience capabilities are defined as enablers of activities and functions that serve the resilience goals.

    A resilience capability is further broken down into three related compounds: assets, resources, and practices/routines.

    http://www.read-project.eu/

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    8 12 July 2016

    Capabilities-based approach for assessing the resilience of critical infrastructure

    The approach is being developed in the framework of the EU financed project Resilience Capacities Assessment for Critical Infrastructures Disruptions (READ).

    The strategy of the capabilities-based planning is to prepare for a large variety of threats and risks instead of simply preparing for specific scenarios.

  • Creating Resilience Capability against Critical

    Infrastructure Disruptions: Foundations, Practices

    and Challenges

    IDA Conference Center, Copenhagen, Denmark

    13 April, 2015

    WELCOME TO INTERNATIONAL CONFERENCE!

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    10 12 July 2016

    Risks identification in cyber-physical systems

    An approach is being developed based on Hazard and Operability Studies (HAZOP). Focal points of the approach are:

    identifying appropriate system representations (respecting the designers choice of formalism)

    identifying relevant system parameters and deviation guidewords for hazard identification

    A distributed maintenance management system inside a nuclear power plant has been so far to demonstrate the approach.

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    11 12 July 2016

    Offshore Platform Hydrocarbon Risk Assessment OPHRA: Feasibility study of an alternative method for Quantitative Risk Assessment using Discrete Event Simulation

    Physical phenomena

    Detection & response

    Escape & evacuation

    Impact & consequence

    Time

    Each process is modelled separately and sends feed-back to the others providing interaction between processes

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    12 12 July 2016

    Simulation based tool for risk assessment and mitigation in complex systems with strategic components

    Risk modelling tools for cyber-physical systems are limited to systems with non-strategic component while accounting for strategic component behaviour is essential.

    These systems often exhibit externalities that may have significant effect on the systemic risks. Selfish or/and malicious components are potential risk contributors and the severity of their consequences should be attempted to being modelled.

    We can hardly expect that the assessment of consequences can be amenable to analytic evaluation.

    We suggest research towards incorporating strategic component behaviour into simulation based tools for risk analysis and mitigation.

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    13 12 July 2016

    Reliability and Risk Research Generalizing reliability models to interval probabilities

    Football example The three possible outcomes are win (W), draw (D) and loss (L) for the home team. Your beliefs about the match are expressed through the following simple probability judgements X1: chance to win is less than 50% X2: win is at least as probable as draw X3: draw is at least as probable as loss X4: the odds against loss are no more than 4 to 1

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    14 12 July 2016

    Generalizing reliability models to interval probabilities Parallel-series systems

    Components connected in series

    in parallel

    in series-parallel

    If reliability information on components is provided in the form of upper and/or lower bounds on probabilistic reliability characteristics, upper and lower bounds of systems reliability can be calculated.

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    15 12 July 2016

    Generalizing reliability models to interval probabilities Markov chains

    When state and transition probabilities are given as intervals, a solution to propagation of state probabilities was provided

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    Chart12

    0.210.31

    0.21350.432

    0.239410.54646

    0.2528670.617669

    0.2595250.662048

    0.2627240.689705

    0.2641950.706941

    0.2648240.717683

    0.2650580.724377

    0.2651170.728549

    0.2651060.731149

    0.2650730.73277

    0.2650380.733779

    0.2650080.734409

    0.2649850.734801

    0.2649680.735045

    0.2649560.735198

    0.2649480.735293

    0.2649430.735352

    0.2649390.735389

    0.2649370.735412

    Markov

    00.210.3100000.2900000.520.2700000.400000

    10.21350.4320000.4565000.71320.0637000.215500

    20.239410.5464600.3687700.6912250.0510340.221600

    30.2528670.6176690.3045500.6794590.0427680.227323

    40.2595250.6620480.2645590.6736290.0376190.230883

    50.2627240.6897050.2396360.6708250.0344090.233102

    60.2641950.7069410.2241030.6695340.0324090.234485

    70.2648240.7176830.2144230.668980.0311620.235347

    80.2650580.7243770.2083910.6687730.0303850.235884

    90.2651170.7285490.2046310.6687190.0299010.236219

    100.2651060.7311490.2022880.6687280.0296000.236427

    110.2650730.7327700.2008280.6687560.0294120.236557

    120.2650380.7337790.1999180.6687860.0292940.236638

    130.2650080.7344090.1993510.6688120.0292210.236689

    140.2649850.7348010.1989970.6688320.0291760.236720

    150.2649680.7350450.1987770.6688470.0291470.236740

    160.2649560.7351980.1986400.6688570.0291300.236752

    170.2649480.7352930.1985540.6688640.0291190.236760

    180.2649430.7353520.1985010.6688680.0291120.236765

    190.2649390.7353890.1984680.6688720.0291080.236768

    200.2649370.7354120.1984470.6688740.0291050.236769

    Markov

    Upper

    Upper probability

    Chart14

    0.290.52

    0.45650.7132

    0.368770.691225

    0.304550.679459

    0.2645590.673629

    0.2396360.670825

    0.2241030.669534

    0.2144230.66898

    0.2083910.668773

    0.2046310.668719

    0.2022880.668728

    0.2008280.668756

    0.1999180.668786

    0.1993510.668812

    0.1989970.668832

    0.1987770.668847

    0.198640.668857

    0.1985540.668864

    0.1985010.668868

    0.1984680.668872

    0.1984470.668874

    Upper probability

    Markov

    00.210.3100000.2900000.520.2700000.400000

    10.21350.4320000.4565000.71320.0637000.215500

    20.239410.5464600.3687700.6912250.0510340.221600

    30.2528670.6176690.3045500.6794590.0427680.227323

    40.2595250.6620480.2645590.6736290.0376190.230883

    50.2627240.6897050.2396360.6708250.0344090.233102

    60.2641950.7069410.2241030.6695340.0324090.234485

    70.2648240.7176830.2144230.668980.0311620.235347

    80.2650580.7243770.2083910.6687730.0303850.235884

    90.2651170.7285490.2046310.6687190.0299010.236219

    100.2651060.7311490.2022880.6687280.0296000.236427

    110.2650730.7327700.2008280.6687560.0294120.236557

    120.2650380.7337790.1999180.6687860.0292940.236638

    130.2650080.7344090.1993510.6688120.0292210.236689

    140.2649850.7348010.1989970.6688320.0291760.236720

    150.2649680.7350450.1987770.6688470.0291470.236740

    160.2649560.7351980.1986400.6688570.0291300.236752

    170.2649480.7352930.1985540.6688640.0291190.236760

    180.2649430.7353520.1985010.6688680.0291120.236765

    190.2649390.7353890.1984680.6688720.0291080.236768

    200.2649370.7354120.1984470.6688740.0291050.236769

    Markov

    Upper

    Upper probability

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    16 12 July 2016

    Generalizing reliability models to interval probabilities Stress-strength reliability models under incomplete information

    Y is a random variable describing the strength of a system

    X is a random variable describing the stress applied to the system

    The reliability of the system is determined as R=Pr(X

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    17 12 July 2016

    Generalizing reliability models to interval probabilities: Stress-strength reliability models under incomplete information

    Y is a random variable describing the strength of a system

    X is a random variable describing the stress applied to the system

    The reliability of the system is determined as R=Pr(X

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    18 12 July 2016

    Generalizing reliability models to interval probabilities Other results

    Interval-Valued Structural Reliability Models Based on Statistical Inference (Imprecise Dirichlet Model)

    Combining Unreliable Judgements and Deriving Probability Parameters of Interest

    Improving Imprecise Reliability Models by Employing Constraints on Probability Density Functions, Failure Rate and other. (Use of the calculus of variations and automated control theory.)

    Constructing Imprecise Probability Models

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    19 12 July 2016

    Project risk management The potentials of post-probabilistic uncertainty and risk quantification for (running PhD project)

    Alternative approaches for representing and quantifying uncertainty and risk in the management of large engineering projects are investigated:

    1. Imprecise probability

    2. Dempster-Shafer theory of evidence

    3. Possibility theory, which is formally a special case of the imprecise probabilities, so we wont discuss it separately

    4. Semi-quantitative representations including the NUSAP tool.

    Two cases:

    Construction of off-shore wind turbine farms, and

    Construction of the fixed link between Denmark and Germany (20 km submersible tunnel)

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    20 12 July 2016

    Discrete event simulation for the analysis of human performance and risks of socio-technical systems: Simulation of Human Performance in Time-Pressured Scenarios

    The model of human performance can be presented as a queuing system

    Tasks Executed tasks

    Source of tasks

    Queuing system

    Queue Actor

    )(tf

    )(tf 2

    1

    2 1 Time available,

    Execution time,

    Mean execution time

    Probability of execution failure

    The probability of failure is defined as the probability of execution time exceeding time available

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    21 12 July 2016

    Discrete event simulation for the analysis of human performance and risks of socio-technical systems: Simulation of Human Performance in Time-Pressured Scenarios

    First, a task analysis is done

    Teamwork

    Detect Turbine disturbances

    Inform that Turbine Shutdown Occurred

    Perform Manual Scram

    - 6 min 0

    5

    Detect valve 311VB51 does not close

    Detect the pumps do not start automatic

    Inform that containment isolation occurred within 20 s

    Close valve 311VB51 from CR

    Start failing pumps from CR

    Send out FO to start the failing pumps manually

    10

    Discuss possible actions with reference to the current situation

    Start program for depressurisation

    15

    Make a clear description of the plant-state and give the order to bring the plant to cold shutdown

    20 min

    Restart cooling system

    Pre-initiator phase Early responses to IE Stabilisation phase

    Start scenario

    Actions

    Detection

    Time (minutes) Leakage inside reactor vessel

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    22 12 July 2016

    Discrete event simulation for the analysis of human performance and risks of socio-technical systems: Other reference projects

    1. Reliability of a gas supply to customers. Financed by Swedegas, owner and operator the gas pipeline Dragr, DK Gutherborg, SV

    2. Safe manning of merchant ships. Financed by the Danish Maritime Foundation

    3. Train driver performance modelling (developing engineering models for usability studies). Being performed in the framework of the Halden Project

    4. Operational risk of assets for a Water Utility Company. Supported by Kbenhavns Energi and Reliasset A/S

    5. Risk analysis of a generic hydrogen refuelling station. Internal financing

    6. Optimizing the rating of offshore and onshore transformers for an offshore wind farm. Internal financing

    7. Powering stochastic reliability models (Markov models) by discrete event simulation. Internal financing

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    23 12 July 2016

    Unforeseen events with high impacts: validation of practices and models for predictability Research project proposal

    A recent study of risk analysis results for 103 oil, gas and chemical plants carried out over a 36-year period demonstrates that 20% of the accidents that affected these plants were found to have been due to unforeseen accident scenarios.

    6

    5

    4

    2

    2

    7

    0 1 2 3 4 5 6 7 8

    NOT PREDICTABLE WITH PRESENT TECHNIQUES

    EMPLOYEE IGNORED OR DID NOT KNOW SAFETY

    RECOMMENDATION IMPLEMENTED BUT THEN

    HAZARD INTRODUCED AFTER QRA, NO MOC

    MANAGEMENT REFUSED TO IMPLEMENT RISK

    MANAGEMENT FAILED TO IMPLEMENT

    Hypotheses. (1) worst-case scenarios seem to take place more frequently than foreseen in the risk analyses applied, (2) lack of predictability is major source of risk that is left unattended and that is often comparable with or greater than the predicted risk, and (3) all this happens because of deficiencies in risk identification practices and models of prediction of rare events.

  • Engineering Systems Division, DTU Management Engineering, Technical University of Denmark

    DTU Management Engineering

    24 13 July 2016

    Slide Number 1Slide Number 2Slide Number 3Slide Number 4Slide Number 5Slide Number 6Slide Number 7Slide Number 8Creating Resilience Capability against Critical Infrastructure Disruptions: Foundations, Practices and ChallengesIDA Conference Center, Copenhagen, Denmark13 April, 2015Slide Number 10Slide Number 11Slide Number 12Slide Number 13Slide Number 14Slide Number 15Slide Number 16Slide Number 17Slide Number 18Slide Number 19Slide Number 20Slide Number 21Slide Number 22Slide Number 23Slide Number 24