Effect of fatigue loading on bonding shear strength at the interface between two layers concrete

In Japan,one of the methods to repair and strength concrete bridge decks is the Thickness Increasing Method where a thin new concrete layer is cast on top or bottom of the existing concrete slab. After the repair work has been completed the bridge is open to traffic and the bonded interface is subje...

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Main Authors: Ali, Maisarah, Tsuchiya, Itsuo, Matsui, Shigayuki
Format: Article
Language:English
Published: American Society of Civil Engineering 1999
Subjects:
Online Access:http://irep.iium.edu.my/8668/
http://irep.iium.edu.my/8668/1/Fatigue_bonding45-A3-1157.pdf
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recordtype eprints
spelling iium-86682013-07-11T01:45:39Z http://irep.iium.edu.my/8668/ Effect of fatigue loading on bonding shear strength at the interface between two layers concrete Ali, Maisarah Tsuchiya, Itsuo Matsui, Shigayuki TA630 Structural engineering (General) In Japan,one of the methods to repair and strength concrete bridge decks is the Thickness Increasing Method where a thin new concrete layer is cast on top or bottom of the existing concrete slab. After the repair work has been completed the bridge is open to traffic and the bonded interface is subjected to normal and shear stresses from the traffic. Torque stress were carried out on beam specimens to evaluate the bonding shear strength at the interface between new and old concrete after they were subjected to fatigue loading. From the experiments, a clear relationship between stress level at various specimens' positions and the bonding shear strength after the application of fatigue loading could not obtained. However, a trend of bonding shear strength after the application of fatigue loading could be obtained. The higher magnitude of the load and cycles of fatigue loading the more the reduction in bonding shear strength occurs. American Society of Civil Engineering 1999-03 Article PeerReviewed application/pdf en http://irep.iium.edu.my/8668/1/Fatigue_bonding45-A3-1157.pdf Ali, Maisarah and Tsuchiya, Itsuo and Matsui, Shigayuki (1999) Effect of fatigue loading on bonding shear strength at the interface between two layers concrete. Journal of Structural Engineering, 45A. 1157--1164. ISSN 0733-9445
repository_type Digital Repository
institution_category Local University
institution International Islamic University Malaysia
building IIUM Repository
collection Online Access
language English
topic TA630 Structural engineering (General)
spellingShingle TA630 Structural engineering (General)
Ali, Maisarah
Tsuchiya, Itsuo
Matsui, Shigayuki
Effect of fatigue loading on bonding shear strength at the interface between two layers concrete
description In Japan,one of the methods to repair and strength concrete bridge decks is the Thickness Increasing Method where a thin new concrete layer is cast on top or bottom of the existing concrete slab. After the repair work has been completed the bridge is open to traffic and the bonded interface is subjected to normal and shear stresses from the traffic. Torque stress were carried out on beam specimens to evaluate the bonding shear strength at the interface between new and old concrete after they were subjected to fatigue loading. From the experiments, a clear relationship between stress level at various specimens' positions and the bonding shear strength after the application of fatigue loading could not obtained. However, a trend of bonding shear strength after the application of fatigue loading could be obtained. The higher magnitude of the load and cycles of fatigue loading the more the reduction in bonding shear strength occurs.
format Article
author Ali, Maisarah
Tsuchiya, Itsuo
Matsui, Shigayuki
author_facet Ali, Maisarah
Tsuchiya, Itsuo
Matsui, Shigayuki
author_sort Ali, Maisarah
title Effect of fatigue loading on bonding shear strength at the interface between two layers concrete
title_short Effect of fatigue loading on bonding shear strength at the interface between two layers concrete
title_full Effect of fatigue loading on bonding shear strength at the interface between two layers concrete
title_fullStr Effect of fatigue loading on bonding shear strength at the interface between two layers concrete
title_full_unstemmed Effect of fatigue loading on bonding shear strength at the interface between two layers concrete
title_sort effect of fatigue loading on bonding shear strength at the interface between two layers concrete
publisher American Society of Civil Engineering
publishDate 1999
url http://irep.iium.edu.my/8668/
http://irep.iium.edu.my/8668/1/Fatigue_bonding45-A3-1157.pdf
first_indexed 2023-09-18T20:18:26Z
last_indexed 2023-09-18T20:18:26Z
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