FIF2 04 - Khaled Mahmoud

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    CONDITION ASSESSMENT OF BRIDGES & RESEARCH NEEDS

    Khaled Mahmoud, PhD, PE, President

    Bridge Technology Consulting

    New York City, USA

    www.kmbtc.com

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    Outline

    Techniques for Strength EvaluationInspection & Vulnerability AssessmentLoad RatingStrengthening Measures

    System-wide VulnerabilitiesBearing FailureJoint Failure

    Atmospheric Corrosion

    Specific Vulnerabilities:Degradation of Bridge CablesCracking & Deterioration of OrthotropicDeck

    Need for Research & Monitoring Techniques

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    Bearing Deterioration

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    Bearing Failure

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    Joint Failure

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    Atmospheric Corrosion

    Atmospheric Corrosion

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    Suspension Bridge Data

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    Corrosion Protection System

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    Cable Unwrapping & Inspection

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    Cable Force Capacity

    LLTDL

    CapUlt

    P

    PSafetyofFactor

    ++

    =

    ..

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    BTC Method for Cable Strength Evaluation

    Sample size & Random Sampling

    Basic degradation modeling

    Cracked wire proportion

    Broken wire proportion

    Effect of adjacent panels

    Wire testing program

    Analysis of cracked wires

    Forecast of cable strength

    Sensitivity Analysis

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    BTC Method for Cable Strength Evaluation

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    Random Sample Size Determination-BTC Method

    WHY RANDOM?

    Because Damage inside bridge cables is mostly randomlydistributed.

    Crossing and broken wires were randomly distributed insome bridge cables.

    On some other cables, wire tensile strength was alsorandomly distributed, because of variations in carboncontent.

    Cracked and broken wires were observed to be randomlydistributed.

    WHY IDENTIFY SAMPLE SIZE?

    - To limit invasive wire cutting and splicing.

    - To obtain a minimum number of samples to achieve highlevel of confidence in estimated cable strength.

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    Random Sample Size Determination-BTC Method

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    Random Sampling Plan

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    SEM - FractographicIdentification of Cracks

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    Cracked Wire Proportion-BTC Method

    Cracked Wires are Identified as Probabilistic Quantity

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    Broken Wire Proportion-BTC Method

    Broken Wires are Identified as Probabilistic Quantity

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    Broken Wire Proportion-BTC Method

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    Wire Test Program-BTC Method

    BTC Method Test Program includes:

    Enhanced Tension Test for Mechanical Properties

    Tensile Test of Long Wires to obtain betterassessment of % of Cracked Wires.

    Fracture Toughness Test

    Fractographic Examination of ALL Fracture Surfaces ofWires tested in tension (both short & long).

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    Analysis of Cracked Wires-BTC Method

    BTC Method uses Principles of FractureMechanics to determine Ultimate Strength for

    Cracked Wires:

    = Measured Fracture Toughness.

    = Crack Shape Factor.

    = Critical Crack depth obtained from

    Fractographic Examination.

    ( )

    c

    ccracked

    aD

    a

    Y

    K

    .)(

    )(

    =

    ( )c

    K

    )(D

    a

    Y

    ca

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    Forecast of Cable Service Life-BTC Method

    BTC Method uses Data of Wire Strength toforecast service life of cables.

    It relies on degradation of Strength for both:

    Intact Wires

    Cracked Wires

    It includes effect of adjacent panels; i.e.,effect of broken and cracked wires inadjacent panels.

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    Sensitivity Analysis-BTC Method

    Purpose of Sensitivity Analysis:

    Identify the key inputs which influencethe estimated cable strength.

    Assess whether the estimated cablestrength and the decision makingprocess are likely to be affected byuncertainties.

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    Sensitivity Analysis-BTC Method

    KEY INPUT For Sensitivity Analysis:

    Effect of adjacent panels

    Proportion of cracked wires

    Ultimate strength of cracked wires

    Proportion of broken wires

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    Cable Monitoring

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    Cable Monitoring

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    Cable Monitoring

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    Cable Monitoring

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    Visual Evaluation of bridge cable wire condition is

    misleading and provides unreliable results.

    Random Sampling Provides good representation ofdamage in bridge wire.

    Fractographic Examination provides the most accuratedetermination of the proportion of cracked wires.

    Fracture-based Analysis of Cracked Wires provides

    accurate assessment of the ultimate strength ofcracked wires.

    Evaluation of Time-dependent degradation is an

    important component necessary in the decisionmaking process and cable strength evaluation.

    Monitoring techniques are essential for the conditionassessment of bridge cables.

    Conclusions

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    CONDITION ASSESSMENT OF BRIDGES & RESEARCH NEEDS

    Thank you!