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Finite Element Model Updating and Condition Assessment of existing Structures by Prof. C S Manohar

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Structural Condition Assessment | Carrasquillo Associates

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Hawkins, Neil M. Deck beam bridge, pretensioned beam, stiffness, cracking, strength, deterioration, corrosion, visual assessment.

Three year old deteriorated pretensioned deck beams were removed from an existing bridge in Illinois and re-assembled in the laboratory into a bridge sub-assemblage. Non-destructive and destructive tests and evaluations of the three beams were made in three phases: 1 Detailed visual condition assessments of the as-delivered beams; 2 The service load performance under truck type loadings of a bridge sub-assemblage constructed with the three beams; and 3 The strength and ductility of the individual beams in tests to failure.


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  • Theoretical aspects of the response of deck beam bridges, including the modeling of the response of the sub-assemblage, were studied. This title is not available for download by the chapter. Front Matter. Chapter 1 General pp. Chapter 2 Assessment Procedure pp.

    Structural-Condition Assessment of Existing Structures

    Chapter 3 Structural Materials Assessment pp. Chapter 5 Report of Structural Condition Assessment pp. Appendix B Organization References pp.