Study on Fatigue Characteristics and Interlayer Design Method of Waterproof Cohesive Bridge Deck Layer
Shear fatigue damage to the waterproof cohesive layer has not received enough attention in bridge deck pavement design. Meanwhile, there is less theoretical basis for the design of a waterproof cohesive layer. In this study, direct shear and shear fatigue tests were used to compare the shear strengt...
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Format: | Article |
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MDPI AG
2019-05-01
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Series: | Applied Sciences |
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Online Access: | https://www.mdpi.com/2076-3417/9/10/2090 |
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author | Naren Fang Xuancang Wang Hongyu Ye Yaoning Sun Ziyuan Su Lun Yuan |
author_facet | Naren Fang Xuancang Wang Hongyu Ye Yaoning Sun Ziyuan Su Lun Yuan |
author_sort | Naren Fang |
collection | DOAJ |
description | Shear fatigue damage to the waterproof cohesive layer has not received enough attention in bridge deck pavement design. Meanwhile, there is less theoretical basis for the design of a waterproof cohesive layer. In this study, direct shear and shear fatigue tests were used to compare the shear strength and fatigue performance of waterproof adhesive materials under different disposal schemes for a cement slab surface, bonding materials, and spreading schemes, and the recommended optimal dosage of waterproof adhesive material for the bridge deck is given. Based on the shear fatigue tests results of indoor waterproof adhesive materials, an equation for prediction fatigue at 15 °C was established and temperature correction was applied. Based on these results, we propose a waterproof cohesive layer design method for bridge deck pavement with interlayer shear damage as the design index. The life expectancy of the shear damage between the decks was calculated for a real bridge deck. These results provide scientific guidance for design of a waterproof cohesive layer in a bridge deck, which can effectively extend the service life of a bridge deck. |
first_indexed | 2024-12-19T08:25:57Z |
format | Article |
id | doaj.art-1f2db0a65a414af98bef95e50deeafa0 |
institution | Directory Open Access Journal |
issn | 2076-3417 |
language | English |
last_indexed | 2024-12-19T08:25:57Z |
publishDate | 2019-05-01 |
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series | Applied Sciences |
spelling | doaj.art-1f2db0a65a414af98bef95e50deeafa02022-12-21T20:29:18ZengMDPI AGApplied Sciences2076-34172019-05-01910209010.3390/app9102090app9102090Study on Fatigue Characteristics and Interlayer Design Method of Waterproof Cohesive Bridge Deck LayerNaren Fang0Xuancang Wang1Hongyu Ye2Yaoning Sun3Ziyuan Su4Lun Yuan5School of Highway Engineering, Chang’an University, Xi’an 710064, ChinaSchool of Highway Engineering, Chang’an University, Xi’an 710064, ChinaSchool of Highway Engineering, Chang’an University, Xi’an 710064, ChinaSchool of Highway Engineering, Chang’an University, Xi’an 710064, ChinaRoad and Bridge Branch of Henan Institute of Urban Planning and Design, Henan 450000, ChinaChina Communications Construction Group First Highway Consultants CO.LTD, Xi’an 710064, ChinaShear fatigue damage to the waterproof cohesive layer has not received enough attention in bridge deck pavement design. Meanwhile, there is less theoretical basis for the design of a waterproof cohesive layer. In this study, direct shear and shear fatigue tests were used to compare the shear strength and fatigue performance of waterproof adhesive materials under different disposal schemes for a cement slab surface, bonding materials, and spreading schemes, and the recommended optimal dosage of waterproof adhesive material for the bridge deck is given. Based on the shear fatigue tests results of indoor waterproof adhesive materials, an equation for prediction fatigue at 15 °C was established and temperature correction was applied. Based on these results, we propose a waterproof cohesive layer design method for bridge deck pavement with interlayer shear damage as the design index. The life expectancy of the shear damage between the decks was calculated for a real bridge deck. These results provide scientific guidance for design of a waterproof cohesive layer in a bridge deck, which can effectively extend the service life of a bridge deck.https://www.mdpi.com/2076-3417/9/10/2090bridge deck engineeringwaterproof cohesive layerfatigue equationshear fatigue damageinterlayer design |
spellingShingle | Naren Fang Xuancang Wang Hongyu Ye Yaoning Sun Ziyuan Su Lun Yuan Study on Fatigue Characteristics and Interlayer Design Method of Waterproof Cohesive Bridge Deck Layer Applied Sciences bridge deck engineering waterproof cohesive layer fatigue equation shear fatigue damage interlayer design |
title | Study on Fatigue Characteristics and Interlayer Design Method of Waterproof Cohesive Bridge Deck Layer |
title_full | Study on Fatigue Characteristics and Interlayer Design Method of Waterproof Cohesive Bridge Deck Layer |
title_fullStr | Study on Fatigue Characteristics and Interlayer Design Method of Waterproof Cohesive Bridge Deck Layer |
title_full_unstemmed | Study on Fatigue Characteristics and Interlayer Design Method of Waterproof Cohesive Bridge Deck Layer |
title_short | Study on Fatigue Characteristics and Interlayer Design Method of Waterproof Cohesive Bridge Deck Layer |
title_sort | study on fatigue characteristics and interlayer design method of waterproof cohesive bridge deck layer |
topic | bridge deck engineering waterproof cohesive layer fatigue equation shear fatigue damage interlayer design |
url | https://www.mdpi.com/2076-3417/9/10/2090 |
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