Analysis of the dynamic impact factor of Song Phan bridge under random loads collected from the Dau Giay weighing station and road management Area IV
Tóm tắt: 23
| 
PDF: 9 
##plugins.themes.academic_pro.article.main##
Author
Từ khóa:
Dynamic impact factor (DIF)
random vehicle loads
Song Phan bridge
Dau Giay weighing station
Road Management Area IV
Tóm tắt
This paper investigates the Dynamic Impact Factor (DIF) of vertical displacement in a three-span girder bridge with a continuous thermal deck subjected to random vehicle loads. Actual vehicle load data collected from the Dau Giay weighing station and Road Management Area IV were utilized in the analysis. The study employed the non-parametric density estimation method to generate random data sets based on the probability density function of the collected vehicle loads. A total of 10000 simulations were conducted, applying the analysis to the Song Phan Bridge on the Phan Thiet - Dau Giay highway in Vietnam. The research findings indicate that the probability distribution of the random variables is highly complex. Furthermore, the Dynamic Impact Factor corresponding to the overload loads from Road Management Area IV tends to increase and exceeds the dynamic coefficients currently utilized in bridge design standards, according to AASHTO and TCVN 11823-13:2017.
Tài liệu tham khảo
-
[1] Alois, P. Croce, L. Sanpaolesi, and S. Gerhard, "ENV1991- Part 3: Traffic loads on bridges. Calibration of road load models for road bridges”, Proceedings of IABSE Colloquium, Vol. 74, 439– 453, 1996.
[2] S. Zibdeh, “Stochastic vibration of an elastic beam due to random moving loads and deterministic axial forces”, Eng. Struct., vol. 17, no. 7, pp. 530–535, 1995.
[3] S´niady, S. Biernat, R. Sieniawska and S. Zukowski, “Vibrations of the beam due to a load moving with stochastic velocity”, Probabilistic Eng. Mech. 16, vol. 16, pp. 53–59, 2001.
[4] Lu, J. H. Lin, D. Kennedy, and F. W. Williams, “An algorithm to study non-stationary random vibrations of vehicle-bridge systems”, Comput. Struct., vol. 87, no. 3–4, pp. 177–185, 2009, doi: 10.1016/j.compstruc.2008.10.004.
[5] Yin, Z. Fang, C. S. Cai, and L. Deng, “Non-stationary random vibration of bridges under vehicles with variable speed”, Eng. Struct., vol. 32, no. 8, pp. 2166–2174, 2010, doi: 10.1016/j.engstruct.2010.03.019.
[6] P. Chang, “Stochastic dynamic finite element analysis of bridge-vehicle system subjected to random material properties and loadings”, Appl. Math. Comput., vol. 242, pp. 20–35, 2014, doi: 10.1016/j.amc.2014.05.038.
[7] Sorrentino, “Power Spectral Density Response of Bridge-Like Structures Loaded by Stochastic Moving Forces”, Shock Vib., vol. 2019, 2019, doi: 10.1155/2019/1790480.
[8] Camara, I. Kavrakov, K. Nguyen, and G. Morgenthal, “Complete framework of wind-vehicle-bridge interaction with random road surfaces”, J. Sound Vib., vol. 458, pp. 197–217, 2019, doi: 10.1016/j.jsv.2019.06.020.
[9] A. Montenegro, J. M. Castro, R. Calçada, J. M. Soares, H. Coelho, and P. Pacheco, “Probabilistic numerical evaluation of dynamic load allowance factors in steel modular bridges using a vehicle-bridge interaction model”, Eng. Struct., vol. 226, p. 111316, 2021.
[10] Shao, C. Miao, J. M. W. Brownjohn, and Y. Ding, “Vehicle-bridge interaction system for long-span suspension bridge under random traffic distribution”, Structures, vol. 44, pp. 1070–1080, 2022.
[11] Gonzalez and A. Znidaric, Recommendations on dynamic amplification allowance: ARCHES deliverable D10, 75. European Commission, 2009.
[12] AASHTO, Standard specifications for highway bridges and incidental structures, USA: American Association of State Highway and Transportation Officials, 1928.
[13] AASHTO, Guide specifications for strength evaluation of existing steel and concrete bridges, USA: American Association of State Highway and Transportation Officials, 1989.
[14] HVS, “Impact factors for highway bridges”, ASTM STP 1992, vol. 11164, pp. 155–166, 1992, doi: 10.9790/1684-1306046973.
[15] Wang, D. Huang, and M. Shahawy, “Dynamic Behavior of Slant‐Legged Rigid‐Frame Highway Bridge”, J. Struct. Eng., vol. 120, no. 3, pp. 885–902, 1994, doi: 10.1061/(asce)0733-9445(1994)120:3(885).
[16] S. D. Huang, T. Wang, “Vibration of thin-walled box-girder bridges excited by vehicles”, J. Struct. Eng., vol. 121, pp. 1330–1337, 1995.
[17] M. Fafard, M. Laflamme, M. Savard, and M. Bennur, “Dynamic analysis of existing continuous bridge”, Journal of Bridge Engineering, vol. 3, no. 1, pp. 28–37, 1998.
[18] Deng, Y. Yu, Q. Zou, and C. S. Cai, “State-of-the-Art Review of Dynamic Impact Factors of Highway Bridges”, J. Bridg. Eng., vol. 20, no. 5, p. 04014080, 2015, doi: 10.1061/(asce)be.1943-5592.0000672.
[19] W. Scott, Multivariate density estimation: Theory, practice, and visualization. John Wiley & Sons, 2015.
[20] Lan, Research on evaluation and determination of allowable load on bridges based on bridge inspection results, PhD thesis, University of Transport and Communications, 2015.
[21] W. Clough and J. Penzien, Dynamics of structrures. McGraw-Hill, Inc.Singapore, 1993.
[22] Zienkiewicz, R. Taylor and J. Z. Zhu, The Finite Element Method (Sixth edition), 2005.
[23] AASHTOLRFD, Bridge design specifications, Washington, DC, 2012.
[24] Ministry of Transport, National Standard TCVN 11823:2017 on Road Bridge Design, 2017.
Xem thêm
##plugins.themes.academic_pro.article.sidebar##
Đã Xuất bản
Nov 30, 2024
Download
Cách trích dẫn
Nguyen, X. T., C. T. Dang, và T. K. L. Nguyen. “Analysis of the Dynamic Impact Factor of Song Phan Bridge under Random Loads Collected from the Dau Giay Weighing Station and Road Management Area IV”. Tạp Chí Khoa học Và Công nghệ - Đại học Đà Nẵng, vol 22, số p.h 11B, Tháng Mười-Một 2024, tr 15-20, doi:10.31130/ud-jst.2024.511E.
