Asset Assessment of Concrete Structure

Infrastructures which were constructed in the last century are approaching or have exceeded their design life. It is essential to maintain, repair and rehabilitate existing structures to ensure safety and develop a sensible rehabilitation plan. This paper suggests an inspection program for the cond...

Full description

Bibliographic Details
Main Authors: Wai Lai Ying, Afshin Sadri
Format: Article
Language:deu
Published: NDT.net 2023-10-01
Series:e-Journal of Nondestructive Testing
Online Access:https://www.ndt.net/search/docs.php3?id=28710
_version_ 1797265826319958016
author Wai Lai Ying
Afshin Sadri
author_facet Wai Lai Ying
Afshin Sadri
author_sort Wai Lai Ying
collection DOAJ
description Infrastructures which were constructed in the last century are approaching or have exceeded their design life. It is essential to maintain, repair and rehabilitate existing structures to ensure safety and develop a sensible rehabilitation plan. This paper suggests an inspection program for the condition evaluation of existing structures, particularly for structures that are approaching or exceeding their design/campaign lives. Cracking on concrete bridges is often induced by static and cyclic temperature loading. Throughout the service life of the structure, cracks will initiate, propagate, coalesce and form a greater damaged zone. Depending on the location and severity of the crack network; corrosion of reinforcement, debonding between concrete and reinforcement, and spalling of concrete may occur. The implementation of regular inspection or monitoring of structural condition is an essential component of asset management. Early detection of damaged zones can ease scheduling and reduce the cost of repair, which in turn also allows extension of structural lifespan without compromising safety. Similarly, for industrial properties, asset management and rehabilitation programs are paramount as they can significantly reduce capital expenditures in asset maintenance, if implemented prior to or at the early onset of structural degradation. This paper illustrates the use of NDT techniques for the condition assessment of a prestressed concrete bridge, as well as concrete storage silos. Both of which were either approaching or have exceeded their design campaign life and were needing a proper rehabilitation plan. The assessment included crack movement monitoring, crack depth determination, concrete strength estimation, and the detection of debonding between rebar and concrete.
first_indexed 2024-04-25T00:50:58Z
format Article
id doaj.art-bddfe0d5e79d4338b213ffe564d47d19
institution Directory Open Access Journal
issn 1435-4934
language deu
last_indexed 2024-04-25T00:50:58Z
publishDate 2023-10-01
publisher NDT.net
record_format Article
series e-Journal of Nondestructive Testing
spelling doaj.art-bddfe0d5e79d4338b213ffe564d47d192024-03-11T16:05:52ZdeuNDT.nete-Journal of Nondestructive Testing1435-49342023-10-01281010.58286/28710Asset Assessment of Concrete StructureWai Lai YingAfshin Sadri Infrastructures which were constructed in the last century are approaching or have exceeded their design life. It is essential to maintain, repair and rehabilitate existing structures to ensure safety and develop a sensible rehabilitation plan. This paper suggests an inspection program for the condition evaluation of existing structures, particularly for structures that are approaching or exceeding their design/campaign lives. Cracking on concrete bridges is often induced by static and cyclic temperature loading. Throughout the service life of the structure, cracks will initiate, propagate, coalesce and form a greater damaged zone. Depending on the location and severity of the crack network; corrosion of reinforcement, debonding between concrete and reinforcement, and spalling of concrete may occur. The implementation of regular inspection or monitoring of structural condition is an essential component of asset management. Early detection of damaged zones can ease scheduling and reduce the cost of repair, which in turn also allows extension of structural lifespan without compromising safety. Similarly, for industrial properties, asset management and rehabilitation programs are paramount as they can significantly reduce capital expenditures in asset maintenance, if implemented prior to or at the early onset of structural degradation. This paper illustrates the use of NDT techniques for the condition assessment of a prestressed concrete bridge, as well as concrete storage silos. Both of which were either approaching or have exceeded their design campaign life and were needing a proper rehabilitation plan. The assessment included crack movement monitoring, crack depth determination, concrete strength estimation, and the detection of debonding between rebar and concrete. https://www.ndt.net/search/docs.php3?id=28710
spellingShingle Wai Lai Ying
Afshin Sadri
Asset Assessment of Concrete Structure
e-Journal of Nondestructive Testing
title Asset Assessment of Concrete Structure
title_full Asset Assessment of Concrete Structure
title_fullStr Asset Assessment of Concrete Structure
title_full_unstemmed Asset Assessment of Concrete Structure
title_short Asset Assessment of Concrete Structure
title_sort asset assessment of concrete structure
url https://www.ndt.net/search/docs.php3?id=28710
work_keys_str_mv AT wailaiying assetassessmentofconcretestructure
AT afshinsadri assetassessmentofconcretestructure