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Inspection and Short, Medium and Long-Term Monitoring of a Historic Brazilian Bridge

 Inspection and Short, Medium and Long-Term Monitoring of a Historic Brazilian Bridge
Autor(en): , , , ,
Beitrag für IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019, veröffentlicht in , S. 932-939
DOI: 10.2749/guimaraes.2019.0932
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The findings from the inspection and short, medium and long-term monitoring of the historic Brazilian bridge Dom Pedro II are presented in this paper. This puddled iron truss bridge, which was comm...
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Bibliografische Angaben

Autor(en): (CEUMA University,Maranhão, Brazil)
(VLi Logistica, Minas Gerais, Brazil)
(University of São Paulo, São Paulo, Brazil)
(University of São Paulo, São Paulo, Brazil)
(University of São Paulo, São Paulo, Brazil)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019
Veröffentlicht in:
Seite(n): 932-939 Anzahl der Seiten (im PDF): 8
Seite(n): 932-939
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/guimaraes.2019.0932
Abstrakt:

The findings from the inspection and short, medium and long-term monitoring of the historic Brazilian bridge Dom Pedro II are presented in this paper. This puddled iron truss bridge, which was commissioned in 1885, was originally designed for railway traffic and was adapted in the last decades to support both railway and highway traffic. In recent years, this bridge has undergone several maintenance programs and is currently undergoing a considerable rehabilitation process. Field inspection and short-term monitoring was carried out in 2012 and recently, in 2017, a medium-term monitoring system was put in to place. During the rehabilitation process field monitoring techniques which use spot-weldable thermistors and strain-gauges are being used which allow for the monitoring of the load redistribution process. A long-term monitoring system is also being put into place following the rehabilitation of each span. This system will enable the online monitoring of strains, rotations, displacement, vibrations, and wheel loads from the trains. The long-term monitoring is expected to be carried out for at least a three- year period and will enable the bridge owners to observe the effects of the rehabilitation process. A description of the most recent findings and the technology and methodologies that were used in this process is presented as well.

Stichwörter:
Brücken Monitoring