Non-Destructive Tests for the Structural Assessment of a Historical Bridge over the Tua River

Abstract:

Paradela Bridge is a metallic bridge located along the bank of the Tua River in northern Portugal. While the bridge is not currently in service, its structure is representative of many metallic truss structures built across the continent between the XIX and the XX century. Tua Line belongs to the Douro area that UNESCO recently declared as world heritage. This study acquires its importance since it might serve as an insight for the study of many other similar structures all over the country. This paper comprises a historic investigation of archived documents, an on-site survey to evaluate its present conditions, a dynamic testing and the construction and calibration of numerical models in finite element analysis (FEA) software, structural assessment and capacity rating estimation. The purpose of constructing numerical models was to evaluate the suitability of the bridge under the original loading and in accordance to modern design standards. The historical research revealed that the truss bridge was designed as a simply supported element and that a series of hand calculations were carried out on individual structural elements (e.g. main trusses, stringers and floor beams). Furthermore, a dynamic test was conducted in order to identify the global dynamic properties of the structure and to calibrate numerical models that ensure reliability and representativeness. FE models served through the structural assessment of the bridge in accordance with modern design codes and to estimate the safety of the bridge. Likewise, a nonlinear failure analysis was also conducted in order to estimate the capacity rate of the bridge and the likely failure modes.

• Periodical: Key Engineering Materials (Volumes 569-570)
• Pages: 390-397
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.569-570.390
• Online since: July 2013
• Authors: Isabel Valente, Luís F. Ramos, Kevin Vasquez, Paulo Guimarães, Paulo B. Lourenço
• Keywords: Dynamic Analysis, Fe, Modal Testing, Mode Shape, Sensitivity Analysis

References

[1] Lopes, L., Pontes e linha do Tua: História, construção e valorização. University of Minho (2011).

[2] Belardi, R.; Cheong, F.; Milia, X.; Vazquez, K; Taravat, H., Structural Assessment of the Railway Bridge Paradela, Guimarães, Portugal, (2012).

[3] Bussell, M., Appraisal of Existing Iron and Steel Structures, Steel Construction Institute, Ascot, UK(1997).

[4] Guimarães, P., Ensaios de vibração para determinação dos parâmetros dinâmicos de estruturas. University of Minho (2012).

[5] Welch, P., The use of fast Fourier transform for the estimation of power spectra: A method based on time averaging over short, modified periodograms(1967).

DOI: 10.1109/tau.1967.1161901

[6] Overschee, P.V. and Moor, B.D., Subspace identification for linear systems: theory, implementation, applications, 1996 Kluwer Academic Publishers (1996).

DOI: 10.1007/978-1-4613-0465-4_6

[7] Brincker, R.; Andersen, P., Understanding stochastic subspace identification. 24th International Modal Analysis Conference(2006).

[8] Allemang, R.; Brown, D., A complete review of the complex mode indicator function (CMIF) with applications. International Conference on Noise and Vibration Engineering Katholieke Universiteit Leuven (2006).

[9] Bishop, R.E.D.; Gladwell, G.M.L., An investigation into the theory of resonance testing The Royal Society (1963).

[10] SAP2000, Release 15, Computers and Structures, Inc. (2012).

[11] DIANA, Release 9. 4, TNO Delft, Netherland (2012).

[12] European Standard. Eurocode 1: Part 1: Actions on structures, European Committee for Standardisation (2002).

[13] European Standard. Eurocode 1: Part 2: Traffic loads on bridges. Brussels, European Committee for Standardisation (2002).