[1]李 越,阮 欣,张少锦.亚热带湿热环境桥梁混凝土锚碇碳化细观研究[J].西安建筑科技大学学报(自然科学版),2023,55(04):504-514.[doi:10.15986/j.1006-7930.2023.04.004 ]
 LI Yue,RUAN Xin,ZHANG Shaojin.Mesoscopic study on carbonation of bridge concrete anchorage in subtropical humid environment[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2023,55(04):504-514.[doi:10.15986/j.1006-7930.2023.04.004 ]
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亚热带湿热环境桥梁混凝土锚碇碳化细观研究()
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西安建筑科技大学学报(自然科学版)[ISSN:1006-7930/CN:61-1295/TU]

卷:
55
期数:
2023年04期
页码:
504-514
栏目:
出版日期:
2023-10-26

文章信息/Info

Title:
Mesoscopic study on carbonation of bridge concrete anchorage in subtropical humid environment
文章编号:
1006-7930(2023)04-0504-11
作者:
李 越12阮 欣12张少锦3
(1.同济大学 土木工程学院,上海 200092; 2.工程结构性能演化与控制教育部重点实验室(同济大学),上海 200092; 3.扬州大学 建筑科学与工程学院,江苏 扬州 225127)
Author(s):
LI Yue12 RUAN Xin12 ZHANG Shaojin3
(1.College of Civil Engineering, Tongji University, Shanghai 200092, China; 2.Key Laboratory of Performance Evolution and Control for Engineering Structures (Ministry of Education), Tongji University, Shanghai 200092, China; 3.College of Architecture Science and Engineering, Yangzhou University, Jiangsu Yangzhou 225127, China)
关键词:
混凝土碳化 大体积混凝土 细观模拟 亚热带湿热气候
Keywords:
concrete carbonization mass concrete mesoscopic simulation subtropical humid climate
分类号:
TU528
DOI:
10.15986/j.1006-7930.2023.04.004
文献标志码:
A
摘要:
混凝土碳化问题是目前基础设施长期服役中最为普遍的病害问题,也是相应结构耐久性设计的重点所在.碳化作用发展与环境温湿度关系紧密,在亚热带湿热环境中碳化问题尤为显著.现有研究难以考虑真实环境参数的复杂时变影响,在描述碳化作用空间随机分布和病害涌现时机方面存在不足.因此,本研究聚焦多尺度计算效率精度瓶颈以及亚热带湿热环境时变输入的仿真难点,建立材料碳化机理与结构服役退化的高效传递模型,提出适用于复杂服役环境下大体积混凝土结构碳化分析的扩散路径映射方法.研究依托我国东南沿海地区某桥梁锚碇结构开展细观碳化分析,对长期服役过程碳化深度和钢筋锈蚀概率特征进行预测,求解效率和精度均实现大幅提升.结合具体工程养护策略,预测了防护措施对耐久性能的提升效果,也展现了该方法在大体积混凝土结构耐久性能分析方面的优势.
Abstract:
Concrete carbonization is the most common problem in the long-term service of infrastructure, and it is also the key point in the durability design of the corresponding structure. The concrete carbonization is closely related to environmental temperature and humidity, especially in subtropical humid and hot environment. Currently, it is difficult to consider the complex time-varying effects of actual environmental states, and there are deficiencies in describing the spatial random distribution of carbonation and the timing of disease emergence. Therefore, this study focuses on the multi-scale calculation efficiency accuracy and the time-varying input of subtropical humid and hot environment, establishes an efficient transfer model of material carbonation mechanism and structural service degradation, and proposes a diffusion path mapping method suitable for carbonation analysis of large volume concrete structures in complex service environment. Based on the detailed carbonization analysis of a bridge anchorage system in the southeast coastal area of China, the carbonization depth of long-term service process and the probability characteristics of reinforcement corrosion were predicted, and the solving efficiency and accuracy were greatly improved. Combined with specific engineering maintenance strategies, the durability improvement effect of protective measures is predicted, and the advantages of this method in the durability analysis of mass concrete structures are also presented.

参考文献/References:

[1]牛荻涛, 张宾强, 刘俊, 等. 自然暴露环境下混凝土部分碳化区长度预测模型[J].工业建筑, 2022, 52(4): 146-151.
NIU Ditao, ZHANG Binqiang, LIU Jun, LI Xingchen, LIU Xiguang, Length prediction model of partially carbonized concrete in natural exposure environment[J]. Industrial Construction, 2022, 52(4): 146-151.
[2]顾祥林, 徐宁, 黄庆华, 等.混凝土结构时间多尺度环境作用研究[J].同济大学学报(自然科学版), 2012, 40(1): 1-7.
GU Xianglin, XU Ning, HUANG Qinghua, et al. Study on multi-scale environmental effects of concrete structures[J]. Journal of Tongji University(Natural Science), 2012, 40(1): 1-7.
[3]彭建新, 张建仁, 考虑全寿命性能和成本的碳化腐蚀下RC梁桥耐久性参数确定方法[J].土木工程学报, 2013, 46(1): 69-75.
PENG Jianxin, ZHANG Jianren, Determination of durability parameters of RC girder bridges under carbonation corrosion considering full-life performance and cost[J].China Civil Engineering Journal, 2013, 46(1): 69-75.
[4]田飞龙, 李国平, 张春雷, 一般大气环境中混凝土桥梁长期受力性能分析[J].同济大学学报(自然科学版),2015, 43(4): 483-489.
TIAN Feilong, LI Guoping, ZHANG Chunlei, Long-term mechanical performance analysis of concrete bridges in general atmospheric environment[J].Journal of Tongji University(Natural Science), 2015, 43(4): 483-489.
[5]罗大明, 牛荻涛, 苏丽, 荷载与环境共同作用下混凝土耐久性研究进展[J]. 工程力学, 2019, 36(1): 1-14.
LUO Daming, NIU Ditao, SU Li, Research progress of concrete durability under the combined action of load and environment[J].Engineering Mechanics, 2019, 36(1): 1-14.
[6]李克非, 廉慧珍, 邸小坛. 混凝土结构耐久性设计原则,方法与标准[J]. 土木工程学报, 2021, 54(10): 64-71.
LI Kefei, LIAN Huizhen, DI Xiaotan. Design principles, methods and standards for durability of concrete structures[J]. China Civil Engineering Journal, 2021, 54(10): 64-71.
[7]张劲泉, 李鹏飞, 董振华, 等. 服役公路桥梁可靠性评估的若干问题探究[J].土木工程学报, 2019, 52(1): 159-173.
ZHANG Jinquan, LI Pengfei, DONG Zhenhua, et al. Several issues in reliability assessment of highway bridges in service[J]. China Civil Engineering Journal, 2019, 52(1): 159-173.
[8]陈艾荣, 冯师蓉, 马如进, 基于退化机理的混凝土桥梁耐久性环境区划[J].同济大学学报:自然科学版, 2014, 42(3): 331-337.
CHEN Airong, FENG Shirong, MA Rujin, Environmental zoning for concrete bridge durability based on degradation mechanism[J]. Journal of Tongji University(Natural Science), 2014, 42(3): 331-337.
[9]RUAN X, PAN Z. Mesoscopic simulation method of concrete carbonation process[J]. Structure and Infrastructure Engineering, 2012(8): 99-110.
[10]PAN Z, XIN R, CHEN A A. 2-D numerical research on spatial variability of concrete carbonation depth at meso-scale[J]. Comput. Concr. 2015,15(2): 231-257.
[11]潘子超, 李天华, 阮欣, 基于贝塞尔曲线的卵石骨料混凝土细观模型[J]. 同济大学学报(自然科学版), 2020, 48(5): 638-644.
PAN Zichao, LI Tianhua, RUAN Xin, Mesoscopic model of pebble aggregate concrete based on Bezier curve[J].Journal of Tongji University(Natural Science), 2020, 48(5): 638-644.
[12]潘子超, 阮欣, 陈艾荣, 细观层面的混凝土碳化过程数值模拟[J]. 同济大学学报(自然科学版), 2012, 40(6): 900-905.
PAN Zichao, RUAN Xin, CHEN Airong, Numerical simulation of concrete carbonation process at the meso-level[J]. Journal of Tongji University(Natural Science), 2012, 40(6): 900-905.
[13]陈艾荣, 潘子超, 马如进, 等 基于细观尺度的桥梁混凝土结构耐久性研究新进展[J]. 中国公路学报, 2016, 29(11): 42-48.
CHEN Airong, PAN Zichao, MA Rujin, et al.New research progress of bridge concrete structure durability based on mesoscale[J].China Journal of Highway and Transport, 2016, 29(11): 42-48.
[14]谷慧, 李全旺, 侯冠杰, 碳化环境下混凝土结构耐久性模型的更新方法[J]. 工程力学, 2021, 38(5): 113-121.
GU Hui, LI Quanwang, HOU Guanjie, Update method of durability model of concrete structures in carbonized environment[J]. Engineering Mechanics, 2021, 38(5): 113-121.
[15]孙博, 肖汝诚, 郭健, 碳化概率模型及混凝土结构碳化失效概率分析[J]. 土木工程学报, 2018, 51(5): 1-7.
SUN Bo, XIAO Rucheng, GUO Jian, Carbonation probability model and carbonation failure probability analysis of concrete structures[J].China Civil Engineering Journal, 2018, 51(5): 1-7.
[16]徐飞, 张凯, 陈正,等. 高性能混凝土碳化试验及人工神经网络碳化深度预测模型[J].混凝土, 2022, 5(1): 57-60.
XU Fei, ZHANG Kai, CHEN Zheng, et al. High-performance concrete carbonation test and artificial neural network carbonation depth prediction mode[J].Concrete, 2022, 5(1): 57-60.
[17]PAPADAKIS V G, VAYENAS C G, FARDIS M N. A reaction engineering approach to the problem of concrete carbonation[J]. AIChE Journal, 2010,35(10):1639-1650.
[18]PAPADAKIS V G, VAYENAS C G, FARDIS,M N. Physical and chemical characteristics affecting the durability of concrete[J]. ACI materials journal, 1991, 88(2): 186-196.
[19]XI Y, BAANT Z P, Jennings H M. Moisture diffusion in cementitious materials adsorption isotherms[J]. Advanced cement based materials, 1994,1(6):248-257.
[20]WANG Z M, KWAN A K H, CHAN H C. Mesoscopic study of concrete I: Generation of random aggregate structure and finite element mesh[J]. Computers & Structures, 1999,70:533-544.
[21]阮欣, 李越, 金泽人,等. 混凝土二维细观骨料建模方法综述[J].同济大学学报(自然科学版), 2018, 46(5): 604-612.
RUAN Xin, LI Yue, JIN Zeren, et al. A review of two-dimensional mesoscopic aggregate modeling methods for concrete[J].Journal of Tongji University(Natural Science), 2018, 46(5): 604-612.
[22]RUAN X, LI Y, JIN Z, et al, Modeling method of concrete material at mesoscale with refined aggregate shapes based on image recognition[J]. Construction and Building Materials, 2019,204(1): 562-575.
[23]DIJKSTRA E W. A note on two problems in connexion with graphs[J].Numer Math, 1959,1(1):269-271.
[24]李兴平,吴中鑫,李栋.混凝土桥梁耐久性防护涂装体系设计与施工关键技术[J]. 公路, 2021, 66(2):6.
LI Xingping, WU Zhongxin, LI Dong. Design and construction key technology of durability protection coating system for concrete bridges[J]. Highway, 2021, 66(2):6.

备注/Memo

备注/Memo:
收稿日期:2022-11-11修回日期:2023-07-18
基金项目:国家自然科学基金资助项目(51678435,52078367)
第一作者:李 越(1993—),男,博士生,主要研究方向为桥梁混凝土多尺度建模与耐久性模拟.E-mail:yueli@tongji.edu.cn
通信作者:阮 欣(1977—),男,教授,博导,工学博士,主要研究方向为桥梁设计理论与长期性能.E-mail:ruanxin@tongji.edu.cn
更新日期/Last Update: 2023-08-28