Towards a SHM-based methodology for updating fatigue reliability of orthotropic steel decks

Isaac Farreras Alcover, J. Egede Andersen, Marios K. Chryssanthopoulos, M. Imran Rafiq

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBN

Abstract

Orthotropic steel decks are likely to experience fatigue issues during their service life, the assessment of which turns out to be rather complex due to their intricate geometric features and the combined influence of traffic and temperature on the characteristics of the pertinent load effects, as well as the presence of various uncertainties. Structural Health Monitoring (SHM) can play a role in reducing some of the inherent uncertainties while assessing fatigue performance using either the S-N or a fracture mechanics approach.
However, it is still necessary to develop the theoretical framework for SHM-based methodologies in order to use effectively the outcomes provided by SHM systems, thus avoiding a situation where monitored data cannot be readily incorporated into practical decision making. The present paper reviews current approaches for assessing fatigue in orthotropic decks using SHM data in combination with an S-N approach. A probabilistic model to assess fatigue damage considering pavement temperatures and traffic intensities is presented, which is intended to serve as the basis towards a SHM-based methodology. The objective of such a methodology is to update fatigue reliability in orthotropic decks considering multiple incomplete monitoring data. This should lead to more accurate performance predictions and contribute towards the rational use of SHM methods in orthotropic steel decks.
Original languageEnglish
Title of host publicationBridge Maintenance, Safety, Management, Resilience and Sustainability
EditorsFabio Biondini, Dan M. Frangopol
PublisherCRC Press, Taylor & Francis Group
Number of pages7
ISBN (Print)9780415621243
Publication statusPublished - 21 Jun 2012

Publication series

NameBridge Maintenance, Safety and Management

Fingerprint

Structural health monitoring
Fatigue of materials
Steel
Fatigue damage
Fracture mechanics
Pavements
Service life
Decision making
Temperature
Monitoring

Cite this

Alcover, I. F., Andersen, J. E., Chryssanthopoulos, M. K., & Rafiq, M. I. (2012). Towards a SHM-based methodology for updating fatigue reliability of orthotropic steel decks. In F. Biondini, & D. M. Frangopol (Eds.), Bridge Maintenance, Safety, Management, Resilience and Sustainability (Bridge Maintenance, Safety and Management). CRC Press, Taylor & Francis Group.
Alcover, Isaac Farreras ; Andersen, J. Egede ; Chryssanthopoulos, Marios K. ; Rafiq, M. Imran. / Towards a SHM-based methodology for updating fatigue reliability of orthotropic steel decks. Bridge Maintenance, Safety, Management, Resilience and Sustainability. editor / Fabio Biondini ; Dan M. Frangopol. CRC Press, Taylor & Francis Group, 2012. (Bridge Maintenance, Safety and Management).
@inproceedings{48e8a86c058d42d1a2e9692c6100116e,
title = "Towards a SHM-based methodology for updating fatigue reliability of orthotropic steel decks",
abstract = "Orthotropic steel decks are likely to experience fatigue issues during their service life, the assessment of which turns out to be rather complex due to their intricate geometric features and the combined influence of traffic and temperature on the characteristics of the pertinent load effects, as well as the presence of various uncertainties. Structural Health Monitoring (SHM) can play a role in reducing some of the inherent uncertainties while assessing fatigue performance using either the S-N or a fracture mechanics approach.However, it is still necessary to develop the theoretical framework for SHM-based methodologies in order to use effectively the outcomes provided by SHM systems, thus avoiding a situation where monitored data cannot be readily incorporated into practical decision making. The present paper reviews current approaches for assessing fatigue in orthotropic decks using SHM data in combination with an S-N approach. A probabilistic model to assess fatigue damage considering pavement temperatures and traffic intensities is presented, which is intended to serve as the basis towards a SHM-based methodology. The objective of such a methodology is to update fatigue reliability in orthotropic decks considering multiple incomplete monitoring data. This should lead to more accurate performance predictions and contribute towards the rational use of SHM methods in orthotropic steel decks.",
author = "Alcover, {Isaac Farreras} and Andersen, {J. Egede} and Chryssanthopoulos, {Marios K.} and Rafiq, {M. Imran}",
year = "2012",
month = "6",
day = "21",
language = "English",
isbn = "9780415621243",
series = "Bridge Maintenance, Safety and Management",
publisher = "CRC Press, Taylor & Francis Group",
editor = "Fabio Biondini and Frangopol, {Dan M.}",
booktitle = "Bridge Maintenance, Safety, Management, Resilience and Sustainability",

}

Alcover, IF, Andersen, JE, Chryssanthopoulos, MK & Rafiq, MI 2012, Towards a SHM-based methodology for updating fatigue reliability of orthotropic steel decks. in F Biondini & DM Frangopol (eds), Bridge Maintenance, Safety, Management, Resilience and Sustainability. Bridge Maintenance, Safety and Management, CRC Press, Taylor & Francis Group.

Towards a SHM-based methodology for updating fatigue reliability of orthotropic steel decks. / Alcover, Isaac Farreras; Andersen, J. Egede; Chryssanthopoulos, Marios K.; Rafiq, M. Imran.

Bridge Maintenance, Safety, Management, Resilience and Sustainability. ed. / Fabio Biondini; Dan M. Frangopol. CRC Press, Taylor & Francis Group, 2012. (Bridge Maintenance, Safety and Management).

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBN

TY - GEN

T1 - Towards a SHM-based methodology for updating fatigue reliability of orthotropic steel decks

AU - Alcover, Isaac Farreras

AU - Andersen, J. Egede

AU - Chryssanthopoulos, Marios K.

AU - Rafiq, M. Imran

PY - 2012/6/21

Y1 - 2012/6/21

N2 - Orthotropic steel decks are likely to experience fatigue issues during their service life, the assessment of which turns out to be rather complex due to their intricate geometric features and the combined influence of traffic and temperature on the characteristics of the pertinent load effects, as well as the presence of various uncertainties. Structural Health Monitoring (SHM) can play a role in reducing some of the inherent uncertainties while assessing fatigue performance using either the S-N or a fracture mechanics approach.However, it is still necessary to develop the theoretical framework for SHM-based methodologies in order to use effectively the outcomes provided by SHM systems, thus avoiding a situation where monitored data cannot be readily incorporated into practical decision making. The present paper reviews current approaches for assessing fatigue in orthotropic decks using SHM data in combination with an S-N approach. A probabilistic model to assess fatigue damage considering pavement temperatures and traffic intensities is presented, which is intended to serve as the basis towards a SHM-based methodology. The objective of such a methodology is to update fatigue reliability in orthotropic decks considering multiple incomplete monitoring data. This should lead to more accurate performance predictions and contribute towards the rational use of SHM methods in orthotropic steel decks.

AB - Orthotropic steel decks are likely to experience fatigue issues during their service life, the assessment of which turns out to be rather complex due to their intricate geometric features and the combined influence of traffic and temperature on the characteristics of the pertinent load effects, as well as the presence of various uncertainties. Structural Health Monitoring (SHM) can play a role in reducing some of the inherent uncertainties while assessing fatigue performance using either the S-N or a fracture mechanics approach.However, it is still necessary to develop the theoretical framework for SHM-based methodologies in order to use effectively the outcomes provided by SHM systems, thus avoiding a situation where monitored data cannot be readily incorporated into practical decision making. The present paper reviews current approaches for assessing fatigue in orthotropic decks using SHM data in combination with an S-N approach. A probabilistic model to assess fatigue damage considering pavement temperatures and traffic intensities is presented, which is intended to serve as the basis towards a SHM-based methodology. The objective of such a methodology is to update fatigue reliability in orthotropic decks considering multiple incomplete monitoring data. This should lead to more accurate performance predictions and contribute towards the rational use of SHM methods in orthotropic steel decks.

UR - https://www.crcpress.com/Bridge-Maintenance-Safety-Management-Resilience-and-Sustainability-Proceedings/Biondini-Frangopol/p/book/9780415621243

M3 - Conference contribution with ISSN or ISBN

SN - 9780415621243

T3 - Bridge Maintenance, Safety and Management

BT - Bridge Maintenance, Safety, Management, Resilience and Sustainability

A2 - Biondini, Fabio

A2 - Frangopol, Dan M.

PB - CRC Press, Taylor & Francis Group

ER -

Alcover IF, Andersen JE, Chryssanthopoulos MK, Rafiq MI. Towards a SHM-based methodology for updating fatigue reliability of orthotropic steel decks. In Biondini F, Frangopol DM, editors, Bridge Maintenance, Safety, Management, Resilience and Sustainability. CRC Press, Taylor & Francis Group. 2012. (Bridge Maintenance, Safety and Management).