Non-destructive tests for the structural assessment of a historical bridge over...

• Author(s): Valente, Isabel ; Ramos, Luís F. ; Vazquez, Kevin ; Guimarães, Paulo ; Lourenço, Paulo B.
• Date: 2013
• Persistent ID: http://hdl.handle.net/1822/26167
• Origin: RepositóriUM - Universidade do Minho
• Subject(s): Dynamic analysis; Modal testing; FE; Mode shape; Sensitivity analysis
• Document Type: Conference Object
• Language: English

Description

Publicado em : "Damage assessment of structures X", ISBN 978-3-03785-796-0. Serie "Key engineering materials", vol. 569-570 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 elementand 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.