Effect of adhesion failure and temperature on the mechanical behavior of orthotropic steel bridge deck
Email:
hoangviethai@utc.edu.vn
Từ khóa:
adhesion failure, orthotropic steel deck bridge, asphalt wearing course, temperature, finite element model
Tóm tắt
Orthotropic steel bridge decks (OSBDs) have been widely used in long span bridges with many advantages, however, the long-term performance of the asphalt wearing course is still questionable. There is a lack of understanding the causes of cracking and adhesion failure between the tack coat and the steel plate, etc. Therefore, this paper focuses on the adhesion failure between the asphalt wearing course and the steel plate, and the temperature influence on the mechanical behavior of the orthotropic deck. The five-point bending beam test model using the finite element model is used in this investigation in order to clarify the effect of ratio of adhesion failure and the temperature on the mechanical behavior of the OSBD. The ratio of adhesion failure varies from 0.1 to 0.5, and the temperature changes from 30oC to 60oC. The results reveal the influence of temperature and adhesion failure on the mechanical behavior of the OSBDTài liệu tham khảo
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[13]. M. R. Taha, S. Hardwiyono, N. I. M. Yusoff, M. R. Hainin, J. Wu, K. A. M. Nayan, Study of the effect of temperature changes on the elastic modulus of flexible pavement layers, Research Journal of Applied Sciences, Engineering and Technology, 5 (2013) 1661-1667. http://dx.doi.org/10.19026/rjaset.5.4920
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[2]. H. Zhang, Q. Mao, Z. Zhu, Y. Pan, J. Wan, C. Zhou, J. Qian, Experimental study on service performance of epoxy asphalt steel deck pavement of cable stayed bridge, Case Studies in Construction Materials (2020), https://doi.org/10.1016/j.cscm.2020.e00392.
[3]. R. Wolchuk, Structural behaviour of surfacings on steel orthotropic decks and considerations for practical design, Struct. Eng. Int., 12 (2002) 124-129. https://doi.org/10.2749/101686602777965586
[4]. X. Liu, T. O. Medani, A. Scarpas, M. Huurman, Experimental and numerical characterization of a membrane material for orthotropic steel deck bridges: Part 2 :Development and implementation of a nonlinear constitutive model, Finite Elem. Anal. Des. 44 (2008) 580-584. https://doi.org/10.1016/j.finel.2008.01.012
[5]. X. Liu, J. Li, G. Tzimiris, T. Scarpas, Modelling of five-point bending beam test for asphalt surfacing system on orthotropic steel deck bridges, Int. J. Pavement Eng., 9 (2019) 1697440. https://doi.org/10.1080/10298436.2019.1697440
[6]. Q. T. Nguyen, V. H. Hoang, A. T. Tran, T. C. H. Tran, Analysis of strain behavior of orthotropic steel bridge deck under five-point bending test, Transport and Communications Science Journal, 5 (2019) 58-61.
[7]. A. T. Tran, B. A. Le, V. H. Hoang, Q. T. Nguyen, Modeling the behavior of orthotropic steel bridge deck under five-point bending test, Transport and Communications Science Journal, 70.1 (2019) 43-52. https://doi.org/10.25073/tcsj.70.1.42
[8]. V. H. Hoang, Q. T. Nguyen, A. T. Tran, T. C. H. Tran, T. A. Do, Mechanical behavior of the asphalt wearing surface on an orthotropic steel bridge deck under cyclic loading, Case Studies in Construction Materials (2021), https://doi.org/10.1016/j.cscm.2021.e00836
[9]. D. H. Nguyen, A. T. Tran, Effect of tack coat failure on the modelling of five-point bending test for orthotropic steel bridge deck and its asphalt surfacing, Transport and Communications Science Journal 2020, Vol 72, Issue 2 (2021), 166-179. https://doi.org/10.47869/tcsj.72.2.3
[10]. A. Houel, T. L. N’Guyen, L. Arnaud, Monitoring and designing of wearing courses for orthotropic steel decks throughout the five-point bending test, Advanced Testing and Characterisation of Bituminous Materials, 1 and 2 (2009) 433–442. https://doi.org/10.1201/9780203092989-48
[11]. S. Pouget, C. Sauzeat, H. Di Benedetto, F. Orlard, Numerical simulation of the five-point bending test designed to study bituminous wearing courses on orthotropic steel bridge, Materials and Structrures, 43 (2010) 319-330. https://doi.org/10.1617/s11527-009-9491-1
[12]. F. Olard, B. Héritier, F. Loup, S. Krafft, New French Standard Test Method for the Design of Surfacings on Steel Deck Bridges, Road Materials and Pavement Design, 6 (2005) 515-531. https://doi.org/10.1080/14680629.2005.9690018
[13]. M. R. Taha, S. Hardwiyono, N. I. M. Yusoff, M. R. Hainin, J. Wu, K. A. M. Nayan, Study of the effect of temperature changes on the elastic modulus of flexible pavement layers, Research Journal of Applied Sciences, Engineering and Technology, 5 (2013) 1661-1667. http://dx.doi.org/10.19026/rjaset.5.4920
[14]. A. Lachihab, K. Sab, Aggregate composites: a contact based modeling, Comput. Mater., 33 (2005) 467-490. https://doi.org/10.1016/j.commatsci.2004.10.003
[15]. A. Lachihab, K. Sab, Does a representative volume element exist for fatigue life prediction? The case of aggregate composites, Int. J. Numer. Anal. Meth. Geomech., 32 (2008) 1005-1021. https://doi.org/10.1002/nag.655
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Nhận bài
09/11/2021
Nhận bài sửa
13/12/2021
Chấp nhận đăng
28/12/2021
Xuất bản
15/01/2022
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Kiểu trích dẫn
Tran Anh, T., Hoang Viet, H., Do Anh, T., & Tran Duc, N. (1642179600). Effect of adhesion failure and temperature on the mechanical behavior of orthotropic steel bridge deck. Tạp Chí Khoa Học Giao Thông Vận Tải, 73(1), 52-60. https://doi.org/10.47869/tcsj.73.1.5
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