Modal identification, model updating and nonlinear analysis of a reinforced concrete bridge

Sami El-Borgi, M. Neifar, F. Cherif, S. Choura, H. Smaoui

Research output: Contribution to journalArticle

9 Citations (Scopus)

Abstract

This article proposes a rational methodology for the structural assessment of a reinforced concrete bridge in Tunisia. This methodology is based on ambient vibration measurement of the bridge, identification of its modal signature, finite element model updating and nonlinear analysis. The selected case study is an eight-span bridge with a continuous slab. Each span is simply supported at rubber bearings and has a length of 25 m. Because of the repetitive geometry of the bridge, ambient vibration tests were conducted on one span using a data acquisition system with nine force-balance accelerometers placed at selected locations. The Enhanced Frequency Domain Decomposition (EFDD) technique was applied to extract the dynamic characteristics of the bridge. A 3-D finite element model was developed and updated to obtain reasonable correlation between experimental and numerical modal properties. The parameter selected for the updating is the modulus of elasticity of the concrete in each concrete element of the finite element model. A decrease of its value indicates the possibility of damage or stiffness reduction. We demonstrate that using the EFDD technique in combination with model updating and nonlinear analysis provides valuable information for the evaluation of the bridge structural condition.

Original languageEnglish
Pages (from-to)511-530
Number of pages20
JournalJVC/Journal of Vibration and Control
Volume14
Issue number4
DOIs
Publication statusPublished - Apr 2008
Externally publishedYes

Fingerprint

Concrete bridges
Nonlinear analysis
Reinforced concrete
Identification (control systems)
Bearings (structural)
Concretes
Decomposition
Vibration measurement
Rubber
Accelerometers
Data acquisition
Elastic moduli
Stiffness
Geometry

Keywords

  • Ambient vibration testing
  • Enhanced frequency domain decomposition technique
  • Finite element model updating
  • Nonlinear finite element analysis
  • Output-only modal identification

ASJC Scopus subject areas

  • Materials Science(all)
  • Automotive Engineering
  • Aerospace Engineering
  • Mechanics of Materials
  • Mechanical Engineering

Cite this

Modal identification, model updating and nonlinear analysis of a reinforced concrete bridge. / El-Borgi, Sami; Neifar, M.; Cherif, F.; Choura, S.; Smaoui, H.

In: JVC/Journal of Vibration and Control, Vol. 14, No. 4, 04.2008, p. 511-530.

Research output: Contribution to journalArticle

El-Borgi, Sami ; Neifar, M. ; Cherif, F. ; Choura, S. ; Smaoui, H. / Modal identification, model updating and nonlinear analysis of a reinforced concrete bridge. In: JVC/Journal of Vibration and Control. 2008 ; Vol. 14, No. 4. pp. 511-530.
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