Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their Stay Cables

This study provides new insights into the comparison of cable-stayed and extradosed bridges based on the safety assessment of their stay cables. These bridges are often regarded as identical structures owing to the use of inclined cables; however, the international standards for bridge design stipul...

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Main Authors: Khawaja Ali, Hiroshi Katsuchi, Hitoshi Yamada
Format: Article
Language:English
Published: Elsevier 2021-01-01
Series:Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2095809920302745
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spelling doaj-c39a22dfcf2f42d9a25bbc8680b3dd372021-03-22T12:49:28ZengElsevierEngineering2095-80992021-01-0171111123Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their Stay CablesKhawaja Ali0Hiroshi Katsuchi1Hitoshi Yamada2Corresponding author.; Department of Civil Engineering, Yokohama National University, Yokohama 240-8501, JapanDepartment of Civil Engineering, Yokohama National University, Yokohama 240-8501, JapanDepartment of Civil Engineering, Yokohama National University, Yokohama 240-8501, JapanThis study provides new insights into the comparison of cable-stayed and extradosed bridges based on the safety assessment of their stay cables. These bridges are often regarded as identical structures owing to the use of inclined cables; however, the international standards for bridge design stipulate different safety factors for stay cables of both types of bridges. To address this misconception, a comparative study was carried out on the safety factors of stay cables under fatigue and ultimate limit states by considering the effects of various untoward and damaging factors, such as overloading, cable loss, and corrosion. The primary goal of this study is to describe the structural disparities between both types of bridges and evaluate their structural redundancies by employing deterministic and nondeterministic methods. To achieve this goal, three-dimensional finite-element models of both bridges were developed based on the current design guidelines for stay cables in Japan. After the balanced states of the bridge models were achieved, static analyses were performed for different safety factors of stay cables in a parametric manner. Finally, the first-order reliability method and Monte Carlo method were applied to determine the reliability index of stay cables. The analysis results show that cable-stayed and extradosed bridges exhibit different structural redundancies for different safety factors under the same loading conditions. Moreover, a significant increase in structural redundancy occurs with an incremental increase in the safety factors of stay cables.http://www.sciencedirect.com/science/article/pii/S2095809920302745Cable-stayed bridgeExtradosed bridgeRedundancyStay cableSafety factorReliability analysis
collection DOAJ
language English
format Article
sources DOAJ
author Khawaja Ali
Hiroshi Katsuchi
Hitoshi Yamada
spellingShingle Khawaja Ali
Hiroshi Katsuchi
Hitoshi Yamada
Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their Stay Cables
Engineering
Cable-stayed bridge
Extradosed bridge
Redundancy
Stay cable
Safety factor
Reliability analysis
author_facet Khawaja Ali
Hiroshi Katsuchi
Hitoshi Yamada
author_sort Khawaja Ali
title Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their Stay Cables
title_short Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their Stay Cables
title_full Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their Stay Cables
title_fullStr Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their Stay Cables
title_full_unstemmed Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessment of Their Stay Cables
title_sort comparative study on structural redundancy of cable-stayed and extradosed bridges through safety assessment of their stay cables
publisher Elsevier
series Engineering
issn 2095-8099
publishDate 2021-01-01
description This study provides new insights into the comparison of cable-stayed and extradosed bridges based on the safety assessment of their stay cables. These bridges are often regarded as identical structures owing to the use of inclined cables; however, the international standards for bridge design stipulate different safety factors for stay cables of both types of bridges. To address this misconception, a comparative study was carried out on the safety factors of stay cables under fatigue and ultimate limit states by considering the effects of various untoward and damaging factors, such as overloading, cable loss, and corrosion. The primary goal of this study is to describe the structural disparities between both types of bridges and evaluate their structural redundancies by employing deterministic and nondeterministic methods. To achieve this goal, three-dimensional finite-element models of both bridges were developed based on the current design guidelines for stay cables in Japan. After the balanced states of the bridge models were achieved, static analyses were performed for different safety factors of stay cables in a parametric manner. Finally, the first-order reliability method and Monte Carlo method were applied to determine the reliability index of stay cables. The analysis results show that cable-stayed and extradosed bridges exhibit different structural redundancies for different safety factors under the same loading conditions. Moreover, a significant increase in structural redundancy occurs with an incremental increase in the safety factors of stay cables.
topic Cable-stayed bridge
Extradosed bridge
Redundancy
Stay cable
Safety factor
Reliability analysis
url http://www.sciencedirect.com/science/article/pii/S2095809920302745
work_keys_str_mv AT khawajaali comparativestudyonstructuralredundancyofcablestayedandextradosedbridgesthroughsafetyassessmentoftheirstaycables
AT hiroshikatsuchi comparativestudyonstructuralredundancyofcablestayedandextradosedbridgesthroughsafetyassessmentoftheirstaycables
AT hitoshiyamada comparativestudyonstructuralredundancyofcablestayedandextradosedbridgesthroughsafetyassessmentoftheirstaycables
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