Effect of Damaged Structural Members on Performance Degradation of a Vertical Lift Truss Bridge

The presence of viable alternative load paths is potentially a vital property of redundant structures such as truss bridges as it permits redistribution of internal forces in case of failure or removal of main structural elements throughout the superstructure. The effects of members’ strength on the load carrying capacity of a gusset-less truss bridge, the Memorial Bridge in Portsmouth, NH, is investigated. A calibrated structural model of the bridge is subjected to variable loads as well as progressive damage levels to quantify the effects of damaged members on the bridge loading capacity. Multiple damage scenarios are simulated incrementally for each truss member by reducing its cross-sectional area. For each damage scenario, the maximum load carrying capacity of the bridge is defined as the maximum applying force for which the first structural member exceeds its compressive or tensile yielding. To assess the safety and serviceability of the bridge, estimations are made by introducing a residual redundancy factor as the load carrying capacity ratio of the damaged and intact states of the bridge. While the redundancy factor of one implies the healthy condition of the bridge, the factor less than one signifies the presence of damage and loss of performance. This paper facilitates detection of the most critical structural components to degradation of the system load carrying capacity. It is shown that the less the redundancy factor is, the more likely the failure of the corresponding damaged truss member affects the bridge load carrying capacity and hastens its potential collapse.


Doebling, S. W., C. R. Farrar, M. B. Prime, and D. W. Shevitz, 1998, “A Review of Damage Identification Methods that Examine Changes in Dynamic Properties,” Shock and Vibration Digest, 30(2), pp 91-105.

Yao, J. T., 1985, Safety and Reliability of Existing Structures, Vol. 2: Pitman Advanced Publishing, Inc. Boston, Massachusetts.

Shahsavari, V., L. Chouinard, and J. Bastien, 2017, “Wavelet-Based Analysis of Mode Shapes for Statistical Detection and Localization of Damage in Beams Using Likelihood Ratio Test,” Engineering Structures, 132, pp 494-507.

Shahsavari, V., J. Bastien, L. Chouinard, and A. Clément, 2017, “Likelihood-Based Testing of Wavelet Coefficients for Damage Detection in Beam Structures,” Civil Structural Health Monitoring, 7(1), pp 79-98.

Vafaei, M., S. C. Alih, H. Shad, A. Falah, and N. H. F. A. Halim, 2018, “Prediction of Strain Values in Reinforcements and Concrete of a RC Frame Using Neural Networks,” Advanced Structural Engineering, 10(1), pp 29-35.

Shahsavari, V., M. Mehrkash, and E. Santini-Bell., 2018, “Structural Health Monitoring of a Vertical Lift Bridge Using Vibration Data.” Proc. of the 27th ASNT Research Symposium, Orlando, FL, USA.

Shahsavari, V., L. Chouinard, and J. Bastien, 2018, "Detection of Structural Damage under Varying Environmental Conditions," Proc. of the 10th International Conference on Short and Medium Span Bridges (SMSB), Canadian Society for Civil Engineering (CSCE), Quebec, QC, Canada.

Heang L., W. Lin, and T. Yoda, 2014, “Effects of Bracing Systems on Redundancy of Three-Span Composite Twin I-Girder Bridge," Structural Engineering, 60A, pp 59-69.

Ghosn, M., and F. Moses, 1995, “Redundancy in Highway Bridge Superstructures,” Transportation Research Board, Proc. of the 4th International Bridge Engineering Conference, San Francisco, California, USA.

Frangopol, D. M., and J. P. Curley, 1987, “Effects of Damage and Redundancy on Structural Reliability,” Structural Engineering, 113(7), pp 1533-1549.

Csagoly, P. F., and L. G. Jaeger, 1979, “Multi-Load-Path Structures for Highway Bridges,” Transportation Research Record 711, 34-39 National Academy of Sciences, Washington, D.C.

Fisher, J. W., A. W. Pense, and R. Roberts, 1977, “Evaluation of Fracture of Lafayette Street Bridge,” Structural Division, 103(ST7).

Schwendeman, L. P., and A. W. Hedgren, 1978, “Bolted Repair of Fractured I-79 Girder,” Structural Division, 104(10), pp 1657-1670.

Mehrkash, M., and E. Santini-Bell, 2018, “Modeling And Characterization of Complicated Connections in Structural And Mechanical Systems as Applied to a Gusset-Less Truss Connection,” 97th Annual Meeting of Transportation Research Board, Washington D.C., USA.

American Association of State Highway and Transportation Officials (AASHTO), 2011, Manual for Bridge
Evaluation, 2nd Ed., Farmington Hills, MI.

Federal Highway Administration (FHWA), 2012, Steel Bridge Design Handbook, Vol. 9: Publication No. FHWA-IF-12-052.

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