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Structural Health Monitoring in Chile: Case Studies on Bridges and Critical Infrastructures
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This work presents case studies of Structural Health Monitoring (SHM), both
direct and indirect, implemented on bridges in Chile by LIND Engineering and its team. The
objective of the study is to document and compare different instrumentation and/or nondestructive testing strategies applied to road and railway infrastructure, with the purpose of
extracting best practices and generating guidelines for future SHM projects in Latin America.
The applied methodology combines experiences of direct monitoring, through nondestructive testing, temporary instrumentation, and permanent systems installed on bridges of
various typologies, together with an initial practical implementation of indirect monitoring,
based on the instrumentation of forestry and railway vehicles to estimate the dynamic response
of bridges during transit. Case studies include monitoring projects in diagnosis of eight bridges
in the O’Higgins Region (2021), the controlled unloading of a curved access bridge to an
industrial plant during its construction phase (2023), the post-repair evaluation of a railway
span (2023), as well as continuous monitoring efforts on the La Mochita Bridge (2020), Coihue
Bridge (2021), Verde and La Raya Bridges, and four railway bridges between Maule and Biobío
(2023–present).
This presentation will focus on grouping the main objectives of the different approaches to
testing and/or monitoring, highlighting key lessons learned, best practices, principal findings,
and reported benefits, while also reflecting on the current state of the SHM market in order to
encourage future projects.
The results of direct monitoring confirm its capability to accurately characterize structural
condition under critical scenarios and during construction processes, by identifying relevant
physical variables for each instrumentation setup. On the other hand, indirect monitoring
remains in a validation phase, with promising preliminary results suggesting potential benefits
in terms of coverage and operational efficiency.
In conclusion, the study demonstrates that integrating direct techniques with the progressive
development of indirect methodologies enhances the management of structural health in critical
infrastructures in Chile. The experience gained in hardware development, digital platforms, and
operational protocols contributes to the establishment of best practices and prospective regional
standards, supporting the advancement and consolidation of SHM in Latin America.
NDT.net GmbH & Co. KG
Title: Structural Health Monitoring in Chile: Case Studies on Bridges and Critical Infrastructures
Description:
This work presents case studies of Structural Health Monitoring (SHM), both
direct and indirect, implemented on bridges in Chile by LIND Engineering and its team.
The
objective of the study is to document and compare different instrumentation and/or nondestructive testing strategies applied to road and railway infrastructure, with the purpose of
extracting best practices and generating guidelines for future SHM projects in Latin America.
The applied methodology combines experiences of direct monitoring, through nondestructive testing, temporary instrumentation, and permanent systems installed on bridges of
various typologies, together with an initial practical implementation of indirect monitoring,
based on the instrumentation of forestry and railway vehicles to estimate the dynamic response
of bridges during transit.
Case studies include monitoring projects in diagnosis of eight bridges
in the O’Higgins Region (2021), the controlled unloading of a curved access bridge to an
industrial plant during its construction phase (2023), the post-repair evaluation of a railway
span (2023), as well as continuous monitoring efforts on the La Mochita Bridge (2020), Coihue
Bridge (2021), Verde and La Raya Bridges, and four railway bridges between Maule and Biobío
(2023–present).
This presentation will focus on grouping the main objectives of the different approaches to
testing and/or monitoring, highlighting key lessons learned, best practices, principal findings,
and reported benefits, while also reflecting on the current state of the SHM market in order to
encourage future projects.
The results of direct monitoring confirm its capability to accurately characterize structural
condition under critical scenarios and during construction processes, by identifying relevant
physical variables for each instrumentation setup.
On the other hand, indirect monitoring
remains in a validation phase, with promising preliminary results suggesting potential benefits
in terms of coverage and operational efficiency.
In conclusion, the study demonstrates that integrating direct techniques with the progressive
development of indirect methodologies enhances the management of structural health in critical
infrastructures in Chile.
The experience gained in hardware development, digital platforms, and
operational protocols contributes to the establishment of best practices and prospective regional
standards, supporting the advancement and consolidation of SHM in Latin America.
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