Volume 24 Issue 3
Jun.  2024
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2024  >  24(3): 1-24
Next Previous
LIU Yong-jian, LIU Jiang, ZHOU Xu-hong, WANG Zhuang, MENG Jun-miao, ZHAO Xin-dong, YANG Jian, GHOSN Michel. Review on long-life design theory for bridges[J]. Journal of Traffic and Transportation Engineering, 2024, 24(3): 1-24. doi: 10.19818/j.cnki.1671-1637.2024.03.001
Citation: LIU Yong-jian, LIU Jiang, ZHOU Xu-hong, WANG Zhuang, MENG Jun-miao, ZHAO Xin-dong, YANG Jian, GHOSN Michel. Review on long-life design theory for bridges[J]. Journal of Traffic and Transportation Engineering, 2024, 24(3): 1-24. doi: 10.19818/j.cnki.1671-1637.2024.03.001
shu

Review on long-life design theory for bridges

doi: 10.19818/j.cnki.1671-1637.2024.03.001
  • 1.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

    School of Civil Engineering, Chongqing University, Chongqing 400045, China

  • 3.

    AECOM, New York NY 10158, State of New York, USA

  • 4.

    Department of Civil Engineering, The City College of New York, New York NY 10031, State of New York, USA

Funds:

National Natural Science Foundation of China 52108111

National Natural Science Foundation of China 51978061

Science and Technology Planning Project of Qinghai Province 2023-SF-100

More Information
    Abstract
  • To promote the development of long-life design theory for bridges, the service life of bridges and the influencing mechanisms were studied, the current research status and main problems faced in the long-life design of existing bridges were summarized, and the future research focuses and directions were discussed. Research results show that current specifications in different countries determine the design life of bridges based on bridge importance and highway class, and they follow a variable life design idea to assign different design lives to bridge elements and components with different functions, importances, and replacement difficulties. The life of a bridge depends on its long-term performance in the actual service environment, including durability under environmental erosion, fatigue under repeated loading, and creep property under sustained loading, and it is significantly influenced by the service environments, maintenance interventions, and construction processes. The research on long-life technologies for new bridges mainly focuses on design methods and high-performance materials. Existing service life and durability design methods mainly study environmental actions, degradation mechanisms, material performances, construction control, and inspection management, achieving the design goal of "deemed-to-satisfy", but they do not achieve improvement on the probabilistic level and quantification of design life. The life cycle design still remains at the conceptual level. The application of high-performance materials, such as ultra-high performance concrete (UHPC), weathering steel, and fiber reinforced polymer (FRP), is an effective way to improve the design life of bridges. In order to establish a systematic theory system for the long-life design of bridges, future research should adhere to the basic framework of long-life design, including defining structural positioning, improving performance indicator system, optimizing initial structural condition, improving service micro-environment, and controlling degradation transmission paths. Research should also be conducted on the identification and regulation of long-life genes of bridge structures, evolutionary laws of bridge micro-environments in the life cycle, and fully probabilistic quantification design methods for the service life of bridges.

     

    • FullText(HTML)
  • loading
    • References(96)
  • [1]
    Ministry of Transport of the People's Republic of China. Statistical Bulletin on the Development of Highway and Transportation Industry in 2022[EB/OL]. 2023, https://xxgk.mot.gov.cn/2020/jigou/zhghs/202306/t20230615_3847023.html. (in Chinese)
    [2]
    DU Yan-liang, SUN Bao-chen, WU Zhi-shen, et al. Strategies for establishing and perfecting long-life security strategy of transportation infrastructure[J]. Strategic Study of CAE, 2017, 19(6): 1-5. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCKX201706002.htm
    [3]
    FENG Zheng-lin. Thoughts on the development strategy of bridge technology in China[J]. China Highway, 2015(11): 38-41. (in Chinese) doi: 10.3969/j.issn.1006-3897.2015.11.003
    [4]
    ZHOU Jian-ting, ZHENG Dan. Safety of highway bridges in China[J]. Strategic Study of CAE, 2017, 19(6): 27-37. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCKX201706006.htm
    [5]
    ZHANG G J, LIU Y J, LIU J, et al. Causes and statistical characteristics of bridge failures: a review[J]. Journal of Traffic and Transportation Engineering (English Edition), 2022, 9(3): 388-406. doi: 10.1016/j.jtte.2021.12.003
    [6]
    JIA Yu. Brief introduction of the second phase of the American highway strategic research program (SHRP2)[J]. Journal of China and Foreign Highway, 2007, 27(6): 20-23. (in Chinese) doi: 10.3969/j.issn.1671-2579.2007.06.007
    [7]
    Li Ya-dong, WANG Chong-jiao. Research advances in long-life of worldwide bridges and corresponding reflections[J]. Bridge Construction, 2019, 49(2): 17-23. (in Chinese) doi: 10.3969/j.issn.1003-4722.2019.02.004
    [8]
    AZIZINAMINI A, POWER E H, MYERS G F, et al. Bridges for service life beyond 100 years: innovative systems, subsystems, and components[R]. Washington DC: Transportation Research Board, 2013.
    [9]
    National Academies of Sciences, Engineering, and Medicine. Bridges for service life beyond 100 years: service limit state design[M]. Washington DC: The National Academies Press, 2014.
    [10]
    HAN Yi-xuan, ZHANG Yu-feng. Research progress and thinking of long-term bridge performance program of U.S. A[J]. Modern Transportation Technology, 2014, 11(3): 30-32, 47. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JTJZ201403013.htm
    [11]
    ZHU Cong-ming, ZHANG Yu-feng, DAI Yun-feng. Long term bridge program of U.S.A. and inspirations thereof[J]. Modern Transportation Technology, 2012, 9(2): 18-21. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JTJZ201202007.htm
    [12]
    OLOFSSON I, ELFGREN L, BELL B, et al. Assessment of European railway bridges for future traffic demands and longer lives—EC project "Sustainable Bridges"[J]. Structure and Infrastructure Engineering, 2005, 1(2): 93-100. doi: 10.1080/15732470412331289396
    [13]
    CHEN Kai-li. New progress in research on long-life of bridges in Japan[J]. World Bridges, 2019, 47(2): 50-54. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL201902011.htm
    [14]
    YOON H, CHIN W J, KIM H S, et al. Conceptual design of hybrid cable-stayed bridge with central span of 1 000 m using UHPC[J]. Engineering, 2013, 5: 744-750. doi: 10.4236/eng.2013.59089
    [15]
    HUANG Qing-wei, SHEN Xiu-jiang, CHEN Bao-chun, et al. Research and application of ultra-high performance concrete bridges in Korea[J]. Journal of China and Foreign Highway, 2016, 36(2): 222-225. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201602050.htm
    [16]
    SOMERVILLE G. The Design Life of Structures[M]. London: CRC Press, 1991.
    [17]
    LI Jie, ZHAO Yang, SUN Lei, et al. Discussion on sustainable bridge design concept[J]. Highway, 2014(4): 111-114. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201404026.htm
    [18]
    ZHENG Jian-long. New structure design of durable asphalt pavement based on life increment[J]. China Journal of Highway and Transport, 2014, 27(1): 1-7. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201401002.htm
    [19]
    CHEN Ai-rong, WANG Yu-qian, WU Hai-jun, et al. Design service life determination for bridge structural elements[J]. Journal of Tongji University (Natural Science Edition), 2010, 38(3): 317-322. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ201003003.htm
    [20]
    JIN Wei-liang, ZHANG Da-wei, WU Ke-xian, et al. Discussion on fundamental problems on long-term performance of concrete structures[J]. Building Structure, 2020, 50(13): 1-6, 29. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG202013002.htm
    [21]
    ZHOU Jian-ting, SU Xin, XIN Jing-zhou, et al. Review of resistance decay of corroded reinforced concrete structures(Ⅰ): material level[J]. Journal of Jiangsu University (Natural Science Edition), 2019, 40(4): 458-464, 471. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JSLG201906016.htm
    [22]
    XIN Jing-zhou, SU Xin, ZHOU Jian-ting, et al. Review of resistance decay of corroded reinforced concrete structures(Ⅱ): component level[J]. Journal of Jiangsu University (Natural Science Edition), 2019, 40(6): 719-726. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JSLG201906016.htm
    [23]
    LI Dong-liang. Study on corrosion behavior and corrosion resistance mechanism of bridge steel in high-humidity coastal industrial atmosphere[D]. Shenyang: Northeastern University, 2018. (in Chinese)
    [24]
    HUANG Yong-chang, ZHANG Jian-qi. Modern Materials Corrosion and Protection[M]. Shanghai: Shanghai Jiao Tong University Press, 2012. (in Chinese)
    [25]
    HOPPER T, LANGLOIS A M, MURPHY T. Service life design reference guide[R]. Washington DC: Federal Highway Administration, 2022.
    [26]
    HUANG Gui-qiao. Corrosion behaviour of carbon steels immersed in sea areas of China[J]. Corrosion Science and Protection Technology, 2001, 13(2): 81-84, 88. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-FSFJ200102005.htm
    [27]
    AHN J H, KIM I T, KAINUMA S, et al. Residual shear strength of steel plate girder due to web local corrosion[J]. Journal of Constructional Steel Research, 2013, 89: 198-212.
    [28]
    CHEN Lin, QU Wen-jun, ZHU Peng, et al. Equal durability design method for concrete structure[J]. Journal of Architecture and Civil Engineering, 2020, 37(2): 81-90. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XBJG202002011.htm
    [29]
    ASAO N, FUJⅡ K. Remaining strength evaluations of steel girders with corrosion near supports and their reinforcements[J]. KSEC Journal of Civil Engineering, 2018, 22(10): 4047-4055.
    [30]
    NISHIKATA A, ZHU Q J, TADA E. Long-term monitoring of atmospheric corrosion at weathering steel bridges by an electrochemical impedance method[J]. Corrosion Science, 2014, 87: 80-88.
    [31]
    NAGATA K, NAITO R, YAGI C, et al. Evaluation methods of dew condensation of steel girders using weather data[J]. Journal of Structural Engineering, 2016, 62A: 796-803.
    [32]
    TOMOMI I, YASUO H, HITOSHI S, et al. Study on soundness assessment techniques for aged transmission tower[R]. Tokyo: Central Research Institute of Electric Power Industry, 2019.
    [33]
    ROSTAM S. Design and construction of segmental concrete bridges for service life of 100 to 150 years[R]. COWI: Denmark, 2005.
    [34]
    LIU Yong-jian, CHEN Sha, WANG Zhuang. Atmospheric corrosion micro-environment and longevity genes of steel bridges[J]. Journal of Architecture and Civil Engineering, 2023, 40(5): 1-19. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XBJG202305001.htm
    [35]
    KUBZOVÁ M, KŔIVÝ V, KREISLOVA K, et al. Amount of chlorides in corrosion products of weathering steel[J]. Transportation Research Procedia, 2019, 40: 751-758.
    [36]
    KRIVY V, URBAN V, KREISLOVA K. Development and failures of corrosion layers on typical surfaces of weathering steel bridges[J]. Engineering Failure Analysis, 2016, 69: 147-160.
    [37]
    MURPHY T, HOPPER T, WASSERMAN E, et al. Guide Specification for Service Life Design of Highway Bridges[M]. Washington DC: The National Academies Press, 2020.
    [38]
    JIANG Lei, LIU Yong-jian, WANG Kang-ning. Development of welded tubular joints and comparison of fatigue behaviour[J]. Journal of Building Structures, 2019, 40(3): 180-191. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB201903019.htm
    [39]
    ZHANG Qing-hua, BU Yi-zhi, LI Qiao. Review on fatigue problems of orthotropic steel bridge deck[J]. China Journal of Highway and Transport, 2017, 30(3): 14-30, 39. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703002.htm
    [40]
    HUANG Han-hui, CHEN Kang-ming, WU Qing-xiong, et al. Study on fatigue cracking of joint in a half-through CFST truss arch rib joint[J]. Engineering Mechanics, 2017, 34(S): 167-173. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX2017S1031.htm
    [41]
    LI Fu-min, DENG Tian-ci, WANG Jiang-hao, et al. Review of research on durability of prestressed concrete structures[J]. Journal of Architecture and Civil Engineering, 2015, 32(2): 1-20. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XBJG201502002.htm
    [42]
    SHI Xue-fei, YANG Qi, RUAN Xin. Treatment Technology for Excessive Deflection and Cracking of PC Beam Bridges with Long Span[M]. Beijing: China Communications Press Co., Ltd., 2010. (in Chinese)
    [43]
    DENG Wen-zhong. The Story of Korol Bridge[M]. Beijing: China Communications Press Co., Ltd., 2019. (in Chinese)
    [44]
    Federal Highway Administration. Steel bridge design handbook: corrosion protection of steel bridges[R]. Washington DC: Federal Highway Administration, 2012.
    [45]
    BLASKO P D, BORZOK M J, KULICKI J M. Evaluating suspension bridge cables on north America's busiest international crossing[J]. Transportation Research Record: Journal of the Transportation Research Board, 2008, 2050: 49-58.
    [46]
    COCKSEDGE C, HUDSON T, URBANS B, et al. M48 Severn bridge-main cable inspection and rehabilitation[J]. Proceedings of the Institution of Civil Engineers—Bridge Engineering, 2010, 163(4): 181-195.
    [47]
    SHEN Ping. Inspection and repair of main cables of M48 severn bridge in England[J]. World Bridges, 2011, 39(5): 70-73. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL201105018.htm
    [48]
    CHEN Xiao-yu, SHEN Rui-li, TANG Mao-lin. Current situation and development for detection and bearing capacity evaluation of main cable of suspension bridge[J]. Journal of Chongqing Jiaotong University (Natural Science), 2013, 32(S1): 760-763, 831. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT2013S1009.htm
    [49]
    EDVARDSEN C, MIJINSBERGEN J P G. General guidelines for durability design and redesign[R]. Lyngby: COWI, 2000.
    [50]
    LI Ke-fei, LIAN Hui-zhen, DI Xiao-tan. Durability design of concrete structures: principle, method and standard[J]. China Civil Engineering Journal, 2021, 54(10): 64-71, 96. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC202110008.htm
    [51]
    JIN Wei-liang. Life-Cycle Design on Engineering Structures[M]. Beijing: Science Press, 2020. (in Chinese)
    [52]
    FRANGOPOL D M, KONG J S, GHARAIBEH E S. Reliability-based life-cycle management of highway bridges[J]. Journal of Computing in Civil Engineering, 2001, 15(1): 27-34.
    [53]
    FRANGOPOL D M, LIN K Y, ESTES A C. Life-cycle cost design of deteriorating structures[J]. Journal of Structural Engineering, 1997, 123(10): 1390-1401.
    [54]
    JIN Wei-liang, NIU Di-tao. Durability and life-cycle design theory of engineering structures[J]. Engineering Mechanics, 2011, 28 (S2): 31-37. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX2011S2008.htm
    [55]
    MENG Fan-chao, XU Guo-ping, LIU Gao, et al. Life-Cycle Design Method and Engineering Practice of Bridge Engineering[M]. Beijing: China Communications Press Co., Ltd., 2012. (in Chinese)
    [56]
    CHEN Ai-rong. Bridge Design Process Based on Given Structural Life[M]. Beijing: China Communications Press Co., Ltd., 2009. (in Chinese)
    [57]
    WANG Z J, JIN W L, DONG Y, et al. Hierarchical life-cycle design of reinforced concrete structures incorporating durability, economic efficiency and green objectives[J]. Engineering Structures, 2018, 157: 119-131.
    [58]
    WANG Chong-jiao, LI Ya-dong. Life cycle design method for bridge based on reliability[J]. Railway Engineering, 2020, 60(11): 1-6. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDJZ202011001.htm
    [59]
    LU Nai-wei, LIU Yang, XIAO Xin-hui. Extrapolating method of extreme load effects on long-span bridge under actual traffic loads[J]. Journal of Traffic and Transportation Engineering, 2018, 18(5): 47-55. (in Chinese) doi: 10.19818/j.cnki.1671-1637.2018.05.005
    [60]
    YAN Xin-kai, LIU Yong-jian, LIU Jiang, et al. Extreme value statistical model of temperature action of steel plate composite girder[J]. Journal of Southeast University (Natural Science Edition), 2022, 52 (5): 856-865. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX202205005.htm
    [61]
    LIU J, LIU Y J, YAN X K, et al. Statistical investigation on the temperature actions of CFST truss based on long-term measurement[J]. Journal of Bridge Engineering, 2021, 26(8): 04021045.
    [62]
    LIU J, LIU Y J, ZHANG G J. Experimental analysis on temperature gradient patterns of concrete-filled steel tubular members[J]. Journal of Bridge Engineering, 2019, 24(11): 04019109.
    [63]
    LIU Yong-jian, MA Zhi-yuan, LIU Jiang, et al. Temperature action and zoning of concrete jointless bridge in Shaanxi[J]. Journal of Traffic and Transportation Engineering, 2022, 22(5): 85-103. (in Chinese) doi: 10.19818/j.cnki.1671-1637.2022.05.004
    [64]
    LI C, PAN H Y, TIAN L, et al. Lifetime multi-hazard fragility analysis of transmission towers under earthquake and wind considering wind-induced fatigue effect[J]. Structural Safety, 2022, 99: 102266.
    [65]
    LI J, GAO R F. On the combination of nonlinear load effects of structures[J]. Structural Safety, 2021, 90: 102064.
    [66]
    LI Jie. On the third generation of structural design theory[J]. Journal of Tongji University (Natural Science), 2017, 45(5): 617-624, 632. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ201705002.htm
    [67]
    LIN Chi. Study on environmental actions and performance degradation of structures for the needs of structural life-cycle design[D]. Harbin: Harbin Institute of Technology, 2010. (in Chinese)
    [68]
    LIM S, KIM T, SONG J. System-reliability-based disaster resilience analysis: framework and applications to structural systems[J]. Structural Safety, 2022, 96: 102202.
    [69]
    LI Gang, ZHANG Ni-fei, DONG Zhi-qian, et al. Research progress of engineering structure analysis and design methods under multiple hazards[J]. China Civil Engineering Journal, 2023, 56(8): 9-26. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC202308002.htm
    [70]
    ABDAL S, MANSOUR W, AGWA I, et al. Application of ultra-high-performance concrete in bridge engineering: current status, limitations, challenges, and future prospects[J]. Buildings, 2023, 13(1): 185.
    [71]
    CHEN Bao-chun, WEI Jian-gang, SU Jia-zhan, et al. State-of-the-art progress on application of ultra-high performance concrete[J]. Journal of Architecture and Civil Engineering, 2019, 36(2): 10-20. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XBJG201902003.htm
    [72]
    SHAO Xu-dong, QIU Ming-hong, YAN Ban-fu, et al. A review on the research and application of ultra-high performance concrete in bridge engineering around the world[J]. Materials Review, 2017, 31(23): 33-43. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CLDB201723004.htm
    [73]
    SHAO Xu-dong, FAN Wei, HUANG Zheng-yu. Application of ultra-high-performance concrete in engineering structures[J]. China Civil Engineering Journal, 2021, 54(1): 1-13. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC202101001.htm
    [74]
    ZHU Y P, ZHANG Y, HUSSEIN H H, et al. Flexural strengthening of reinforced concrete beams or slabs using ultra-high performance concrete (UHPC): a state of the art review[J]. Engineering Structures, 2020, 205: 110035.
    [75]
    BRÜHWILER E, DENARIÉ E. Rehabilitation and strengthening of concrete structures using ultra-high performance fibre reinforced concrete[J]. Structural Engineering International, 2013, 23(4): 450-457.
    [76]
    YOO D Y, SHIN H O, YANG J M, et al. Material and bond properties of ultra high performance fiber reinforced concrete with micro steel fibers[J]. Composites Part B: Engineering, 2014, 58: 122-133.
    [77]
    AALETI S, PETERSEN B, SRITHARAN S. Design guide for precast UHPC waffle deck panel system, including connections[R]. Washington DC: Federal Highway Administration, 2013.
    [78]
    SHAO Xu-dong, ZHANG Zhe, LIU Meng-lin, et al. Research on bending tensile strength for composite bridge deck system composed of orthotropic steel deck and thin RPC topping[J]. Journal of Hunan University (Natural Sciences), 2012, 39(10): 7-13. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HNDX201210003.htm
    [79]
    DIENG L, MARCHAND P, GOMES F, et al. Use of UHPFRC overlay to reduce stresses in orthotropic steel decks[J]. Journal of Constructional Steel Research, 2013, 89: 30-41.
    [80]
    SHAO X D, QU W T, CAO J H, et al. Static and fatigue properties of the steel-UHPC lightweight composite bridge deck with large U ribs[J]. Journal of Constructional Steel Research, 2018, 148: 491-507.
    [81]
    SHAO Xu-dong, WU Jia-jia, LIU Rong, et al. Basic performance of waffle deck panel of lightweight steel-UHPC composite bridge[J]. China Journal of Highway and Transport, 2017, 30(3): 218-225, 245. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201703024.htm
    [82]
    SHAO X D, PAN R S, ZHAN H, et al. Experimental verification of the feasibility of a novel prestressed reactive powder concrete box-girder bridge structure[J]. Journal of Bridge Engineering, 2017, 22(6): 04017015.
    [83]
    JANG H O, LEE H S, CHO K, et al. Experimental study on shear performance of plain construction joints integrated with ultra-high performance concrete (UHPC)[J]. Construction and Building Materials, 2017, 152: 16-23.
    [84]
    ZHI Y J, FU D M, ZHANG D W, et al. Prediction and knowledge mining of outdoor atmospheric corrosion rates of low alloy steels based on the random forests approach[J]. Metals, 2019, 9(3): 383-383.
    [85]
    WANG Chun-sheng, ZHANG Jing-wen, DUAN Lan, et al. Research progress and engineering application of long lasting high performance weathering steel bridges[J]. Journal of Traffic and Transportation Engineering, 2020, 20(1): 1-26. (in Chinese) doi: 10.19818/j.cnki.1671-1637.2020.01.001
    [86]
    ZHENG Kai-feng, ZHANG Yu, HENG Jun-lin, et al. High strength weathering steel and its application and prospect in bridge engineering[J]. Journal of Harbin Institute of Technology, 2020, 52(3): 1-10. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HEBX202003001.htm
    [87]
    ZHU Jin-song, GUO Xiao-yu, KANG Jing-fu, et al. Research on corrosion behavior, mechanical property, and application of weathering steel in bridges[J]. China Journal of Highway and Transport, 2019, 32(5): 1-16. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201905002.htm
    [88]
    SHIMOZATO T, MURAKOSHI J, TAMAKI Y. Monitoring of deformation of steel bridges that collapsed due to corrosion deterioration[J]. Technical Civil Engineering Data, 2011, 53(2): 14-17.
    [89]
    MCCONNELL J, SHENTON H W, MERTZ D, et al. Performance of uncoated weathering steel highway bridges throughout the United States[J]. Transportation Research Record, 2014, 2406(1): 61-67.
    [90]
    ZENG Xian-tao, CHE Hui-min. Application of FRP composite material to bridge works and its prospect[J]. Bridge Construction, 2000, 30(2): 66-70. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS200002019.htm
    [91]
    CHEN Yang, HU Xiang, WU Ze-mei, et al. Review on the deterioration of FRP reinforced concrete structures subjected to marine environment[J]. Materials Reports, 2023, 37(18): 83-93. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CLDB202318011.htm
    [92]
    YANG Y Q, FAHMY M F M, GUAN S J, et al. Properties and applications of FRP cable on long-span cable-supported bridges: a review[J]. Composites Part B: Engineering, 2020, 190: 107934.
    [93]
    SHI J Z, WANG X, WU Z S, et al. Fatigue behavior of basalt fiber-reinforced polymer tendons under a marine environment[J]. Construction and Building Materials, 2017, 137: 46-54.
    [94]
    MIRMIRAN A, SHAHAWY M. A new concrete-filled hollow FRP composite column[J]. Composites Part B: Engineering, 1996, 27(3/4): 263-268.
    [95]
    YE Lie-ping, FENG Peng. Applications and development of fiber-reinforced polymer in engineering structures[J]. China Civil Engineering Journal, 2006, 39(3): 24-36. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200603003.htm
    [96]
    SHEN Z L, LIU Y J, LIU J, et al. A decision-making method for bridge network maintenance based on disease transmission and NSGA-Ⅱ[J]. Sustainability, 2023, 15: 5007.
    • Relative Articles
    • Supplements(0)
    • Cited By

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (2817) PDF downloads(216) Cited by()
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return