Volume 22 Issue 5
Oct.  2022
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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2022  >  22(5): 41-72
REN Qing-yang, JIN Hong-hua, XIAO Song-qiang, WANG Fei-fei, CHEN Bin. Review on long-term performance of reinforced concrete structures under simulated acid rain erosion environments[J]. Journal of Traffic and Transportation Engineering, 2022, 22(5): 41-72. doi: 10.19818/j.cnki.1671-1637.2022.05.002
Citation: REN Qing-yang, JIN Hong-hua, XIAO Song-qiang, WANG Fei-fei, CHEN Bin. Review on long-term performance of reinforced concrete structures under simulated acid rain erosion environments[J]. Journal of Traffic and Transportation Engineering, 2022, 22(5): 41-72. doi: 10.19818/j.cnki.1671-1637.2022.05.002
shu

Review on long-term performance of reinforced concrete structures under simulated acid rain erosion environments

doi: 10.19818/j.cnki.1671-1637.2022.05.002
  • 1.

    State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China

  • 2.

    School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China

Funds:

National Natural Science Foundation of China U20A20314

National Natural Science Foundation of China 41472262

Natural Science Foundation of Chongqing cstc2020jcyj-zdxmX0012

Innovation Research Group Project of Universities in Chongqing CXQT19021

Chongqing Talents Plan CQYC201903026

Graduate Scientific Research Innovation Project of Chongqing Jiaotong University CYB21210

More Information
  • Author Bio:

    REN Qing-yang (1975–), male, born in Nanyang, Henan, professor in Chongqing Jiaotong University, doctor of engineering. He is engaged in research on disaster prevention and mitigation in civil engineering. E-mail: qyren@cqjtu.edu.cn

  • Received Date: 2022-04-19
  • Publish Date: 2022-10-25
    Abstract
  • To deepen the understanding of the long-term performance evolution mechanism of reinforced concrete structures under acid rain erosion environments, the corrosion mechanism, erosion model, and time-varying process of physical and mechanical properties of concrete materials under the acid rain erosion action were discussed. The solution corrosion mechanism and atmospheric dynamic scouring mechanism of steel bars corroded by acid rains were analyzed. The research results of morphology characterization and corrosion rate index quantification of the corroded steel bars were summarized, and the existing mechanical property degradation model and constitutive model of corroded steel bars were concluded. The evolution law of bonding performance of steel-concrete interface and the bonding-slip constitutive relation model were reviewed. The latest research progress and shortcomings of the evolution law of static and dynamic mechanical properties of beams, column components, and structures were reviewed in terms of indoor test results, theoretical calculation methods, and numerical simulation results, and future research directions and priorities were predicted. Research results show that the corrosion of concrete by acid rains can be attributed to the interaction of acid rain ion components, and a theoretical model with strong applicability is urgently needed to reveal the corrosion and diffusion mechanisms. The indoor accelerated test reveals the time-varying law of physical and mechanical properties of concrete under the action of acid rain corrosion, and the indoor accelerated test system should be improved. The damage evaluation system and prediction model of concrete should be built by coupling the key indicators at the macro and micro levels. The accelerated corrosion test of steel bars by acid rains is mostly based on the uniform corrosion, and the corrosion method and morphology characterization of steel bars are gradually developing towards uneven corrosion. High-precision scanning technology should be further developed, and the statistical analysis theory should be used to establish the characteristic parameters of uneven corrosion of steel bars, to optimize the mechanical properties degradation model of steel bars. The electric corrosion and pull-out tests deduce the evolution law of bonding performance of the steel-concrete interface, and build the bonding-slip constitutive relationship. However, the mechanical characteristics of the actual reinforced concrete structures are ignored, and the corrosion process is significantly different from the natural corrosion. The complex and changeable characteristics of acid rain environments and material properties should be considered to study the damage behavior of the steel-concrete interface at the micro level and reveal the internal relationship among acid rain environments, material properties, and bonding performance. The research on the aging performance of reinforced concrete structures eroded by acid rains is mostly concentrated on the specimen level, and the corrosion test and bearing capacity test are carried out in stages. The coupling effect of the load-environment is neglected. The test environment is relatively simple, and the test system and method are not unified. The bearing and environmental conditions of the actual structures should be considered according to actual projects, and a long-term load-acid rain erosion coupling test system should be built. The multi-field correlation mechanism of load-environment-material should be explored, and the theoretical calculation and numerical simulation method should be improved, so as to reveal the long-term performance evolution process of the structure, promote the development of field exposure test, quantify the indoor and on-site mapping relationship, and guide the actual projects.

     

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