Abstract
The numerical analysis of masonry arch bridges requires detailed information about the geometry and mechanical properties of all the bridge components. As for the geometry, masonry bridges present complex shapes, being the characterization of the inner geometry (e.g. arch thickness or presence of backing) still a relevant challenge. As for mechanical properties, which are hardly measurable, they are essential for a reliable definition of the load carrying capacity. This paper presents a multidisciplinary approach based on the use of non-destructive testing techniques and describes critically its application to a medieval masonry arch bridge. The geometric characterization is based on a detailed laser scanning and ground penetrating radar survey, allowing determining the external and inner geometry of the bridge. Regarding material properties, indirect sonic tests were conducted on piers and spandrels to obtain the dynamic elastic modulus of stones. In addition, a dynamic identification test was carried out to characterize the dynamic properties of the bridge.
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References
FARO Technologies UK Ltd, FARO Focus 3D Laser Scanner. http://www.faro.com/en-gb/products/construction-bim-cim/faro-focus. Accessed 19 Feb 2019
Riveiro B., Conde B., Arias P.: Laser scanning for the evaluation of historic structures. In: Seismic Assessment and Rehabilitation of Historical Structures, pp. 213–256 (2015)
Riveiro, B., DeJong, M., Conde, B.: Automated processing of large point clouds for structural health monitoring of masonry arch bridges. Autom. Constr. 72(3), 258–268 (2016)
Sánchez-Rodríguez, A., Riveiro, B., Conde, B., Soilán, M.: Detection of structural faults in piers of masonry arch bridges through automated processing of laser scanning data. Struc. Cont. Heal. Monit. 25(3), e2126 (2018)
Sánchez-Rodríguez A., Riveiro B., Puente I., Conde B., Mendes N., Cabaleiro M., Lourenço P.B.: Parameterization of structural faults in large historical constructions for further structural modelling thanks to laser scanning technology and computer vision algorithms. In: RILEM Bookseries, pp. 351–359 (2019)
Espejo Niño, S.R.: Experimental study on behavior of two deck bridges until failure. Msc Thesis, Polytechnical University of Madrid, Spain (2007)
Brencich, A., Sabia, D.: Experimental identification of a multi-span masonry bridge: the tanaro bridge. Constr. Build. Mater. 22(10), 2087–2099 (2008)
Silva, R.A., Domínguez-Martínez, O., Oliveira, D.V., Pereira, E.B.: Comparison of the performance of hydraulic lime-and clay-based grouts in the repair of rammed earth. Constr. Build. Mater. 193, 384–394 (2018)
BSI: BS 1881-203: Testing concrete – Part 203: Recommendations for Measurement of Velocity of Ultrasonic Pulses in Concrete. British Standard, London (1986)
ARTeMIS: Ambient Response Testing and Modal Identification Software. SVS - Structural Vibration Solutions A/S, Modal 5.3.1.1, Denmark (2018)
Ewins, D.: Modal Testing: Theory, Practice and Application. Research Studies Press LTD, Baldock (2000)
Mendes, N.: Seismic assessment of ancient masonry buildings: shaking table tests and numerical analysis. Ph.D. Thesis, University of Minho, Portugal (2012)
Lourenço, P.B., Trujilo, A., Mendes, N., Ramos, L.F.: Seismic performance of the St. George of the Latins church: lessons learned from studying masonry ruins. Eng. Struct. 40, 501–518 (2012)
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Oliveira, D.V. et al. (2020). Assessment of a Medieval Arch Bridge Resorting to Non-destructive Techniques and Numerical Tools. In: Arêde, A., Costa, C. (eds) Proceedings of ARCH 2019. ARCH 2019. Structural Integrity, vol 11. Springer, Cham. https://doi.org/10.1007/978-3-030-29227-0_49
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DOI: https://doi.org/10.1007/978-3-030-29227-0_49
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