Effect of ultra high-performance concrete thickness on the mechanical behavior of orthotropic steel bridge deck
Email:
hoangviethai@utc.edu.vn
Từ khóa:
orthotropic steel deck bridge, ultra-high-performance concrete, adhesion failure, temperature, finite element model
Tóm tắt
Orthotropic steel bridge decks structures (OSBDs) have been widely used in long-span bridges to reduce the dead load of the bridge. However, over time, the asphalt wearing course of the bridge deck structure has shown many damages. Recently, ultra-high-performance concrete (UHPC) has been employed to repair and reinforce these structures. Therefore, this paper focuses on the effect of UHPC thickness on the mechanical behavior of the orthotropic deck. The five-point bending beam test model using the finite element method is used in this investigation to clarify the effect of UHPC thickness, the ratio of adhesion failure, and temperature on the mechanical behavior of the OSBDs. The UHPC thickness varies from 30 to 50 mm, the ratio of adhesion failure varies from 0.1 to 0.3, and the temperature changes from 30°C to 60°C. The results show that the presence of the UHPC layer significantly reduces the impact of adhesive layer damage and temperature on the behavior of the OSBDsTài liệu tham khảo
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[10]. V.H. Hoang, T.A. Do, A.T. Tran, X.H. Nguyen, Flexural capacity of reinforced concrete slabs retrofitted with ultra-high-performance concrete and fiber-reinforced polymer, Innovative Infrastructure Solution, 9 (2024) 113. https://doi.org/10.1007/s41062-024-01410-y
[11]. V. H. Hoang, Experimental and numerical study on tensile behavior of ultra high-performance concrete, Transport and Communications Science Journal, 74 (2023) 709-717. https://doi.org/10.47869/tcsj.74.6.2
[12]. 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
[13]. 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
[14]. 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
[2]. X. Jia, B. Huang, B. F. Bowers, T. E. Rutherford, Investigation of Tack Coat Failure in Orthotropic Steel Bridge Deck Overlay, Transportation Research Record: Journal of the Transportation Research Board, 2444 (2014) 28-37. https://doi.org/10.3141/2444-04
[3]. 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.
[4]. 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
[5]. 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
[6]. 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
[7]. W.Yang, UHPC-based strengthening technique for orthotropic steel decks with significant fatigue cracking issues, Journal of Constructional Steel Research, 176 (2021) 106393 https://doi.org/10.1016/j.jcsr.2020.106393
[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]. A. T. Tran, V. H. Hoang, T. A. Do, D. N. Tran, Effect of adhesion failure and temperature on the mechanical behavior of orthotropic steel bridge deck, Transport and Communications Science Journal, 73 (2022) 52-60. https://doi.org/10.47869/tcsj.73.1.5
[10]. V.H. Hoang, T.A. Do, A.T. Tran, X.H. Nguyen, Flexural capacity of reinforced concrete slabs retrofitted with ultra-high-performance concrete and fiber-reinforced polymer, Innovative Infrastructure Solution, 9 (2024) 113. https://doi.org/10.1007/s41062-024-01410-y
[11]. V. H. Hoang, Experimental and numerical study on tensile behavior of ultra high-performance concrete, Transport and Communications Science Journal, 74 (2023) 709-717. https://doi.org/10.47869/tcsj.74.6.2
[12]. 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
[13]. 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
[14]. 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
Tải xuống
Chưa có dữ liệu thống kê
Nhận bài
31/07/2024
Nhận bài sửa
28/08/2024
Chấp nhận đăng
12/09/2024
Xuất bản
15/09/2024
Chuyên mục
Công trình khoa học
Kiểu trích dẫn
Le Ha, L., Hoang Viet, H., Vu Ba, T., Do Anh, T., & Nguyen Duy, T. (1726333200). Effect of ultra high-performance concrete thickness on the mechanical behavior of orthotropic steel bridge deck. Tạp Chí Khoa Học Giao Thông Vận Tải, 75(7), 2129-2138. https://doi.org/10.47869/tcsj.75.7.10
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72
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36
