Prediction of Carbonation Depth of Reinforced Concrete Beams Under Cyclic Flexural Loads

ZHU Linxuan; ZHANG Mingyi; CHEN Chaoran; ZHOU Zhijun; WANG Miaomiao

doi:10.13204/j.gyjzG21112513

Volume 52 Issue 11

Nov. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(11): 139-143,212

ZHU Linxuan, ZHANG Mingyi, CHEN Chaoran, ZHOU Zhijun, WANG Miaomiao. Prediction of Carbonation Depth of Reinforced Concrete Beams Under Cyclic Flexural Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 139-143,212. doi: 10.13204/j.gyjzG21112513

Citation:

ZHU Linxuan, ZHANG Mingyi, CHEN Chaoran, ZHOU Zhijun, WANG Miaomiao. Prediction of Carbonation Depth of Reinforced Concrete Beams Under Cyclic Flexural Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 139-143,212. doi: 10.13204/j.gyjzG21112513

Citation:

PDF( 3349 KB)

Prediction of Carbonation Depth of Reinforced Concrete Beams Under Cyclic Flexural Loads

doi: 10.13204/j.gyjzG21112513

1. School of Highway, Chang'an University, Xi'an 710064, China;
2. Yunnan Science Research Institute of Communication Co., Ltd., Kunming 650011, China;
3. Gansu Province Transport Planning, Survey & Design Institute Co., Ltd., Lanzhou 730030, China

Received Date: 2021-11-25

Abstract

Abstract

In order to study deterioration laws of concrete under combined action of cyclic flexural loads and carbonation, the accelerated carbonation test for RC beams under cyclic flexural loads was conducted. Simultaneously, based on theoretical analysis and experiment results, a prediction model for carbonation depth was proposed, which could quantitatively analyze the influence of stress levels and loading cycles on carbonation depths of concrete. Finally, the model was verified by existing test results. The results showed that carbonation depths of concrete increased with increase of carbonation time, but the carbonation rate slowed down gradually; the higher the stress level and the more loading cycles, the more serious the fatigue damage of concrete, which would accelerate carbonation of concrete; the predicted values by the carbonation depth model were in good agreement with the experimental results, and the relative errors were less than 5%. The model could be used to predict the carbonation depth of concrete under repeated loading.
- concrete,
- cyclic flexural load,
- fatigue damage,
- carbonation model

FullText(HTML)

References(24)

References

[1]	JI Y S, WU M, DING B D, et al. The experimental investigation of width of semi-carbonation zone in carbonated concrete[J]. Construction and Building Materials,2014,65(29):67-75.
[2]	施锦杰,孙伟.混凝土中钢筋锈蚀研究现状与热点问题分析[J].硅酸盐学报,2010,38(9):1753-1764.
[3]	LI S, LIU J L, CUI C X, et al. Carbonation process of reinforced concrete beams under the combined effects of fatigue damage and environmental factors[J]. Applied Sciences, 2020, 10(11). DOI: 10.3390/app10113981.
[4]	马宏望,俞燕飞,梁超锋,等.不同应力状态下混凝土碳化性能研究进展[J].混凝土与水泥制品,2019(6):20-24.
[5]	JIANG C, HUANG Q H, GU X L, et al. Experimental investigation on carbonation in fatigue-damaged concrete[J]. Cement and Concrete Research,2017,99:38-52.
[6]	罗小勇,邹洪波,施清亮.不同应力状态下混凝土碳化耐久性试验研究[J].自然灾害学报,2012,21(2):194-199.
[7]	贺鹏飞,余志武,刘鹏,等. 混凝土碳化研究进展[C]//2018年全国学术年会论文集(上册).北京:《工业建筑》杂志社有限公司,2018.
[8]	韩建德,孙伟,潘钢华.混凝土碳化反应理论模型的研究现状及展望[J].硅酸盐学报,2012,40(8):1143-1153.
[9]	CASTEL A, FRANÇOIS R, ARLIGUIE G. Effect of loading on carbonation penetration in reinforced concrete elements[J]. Cement and Concrete Research,1999,29(4):561-565.
[10]	田浩,李国平,刘杰,等.受力状态下混凝土试件碳化试验研究[J].同济大学学报(自然科学版),2010,38(2):200-204,213.
[11]	袁承斌,张德峰,刘荣桂,等.混凝土在不同应力状态下的碳化[J].建筑结构,2004(4):32-34.
[12]	TANG J Z, WU Jin, ZOU Z H, et, al. Influence of axial loading and carbonation age on the carbonation resistance of recycled aggregate concrete[J]. Construction and Building Materials,2018,173:707-717.
[13]	唐官保,姚燕,王玲,等.应力作用下混凝土碳化深度预测模型[J].建筑材料学报,2020,23(2):304-308.
[14]	范燕平.荷载作用下混凝土梁的碳化研究[D].青岛:中国石油大学(华东),2016.
[15]	沈奇真. 碳化与荷载耦合作用下水泥基材料微结构演变与预测模型[D].南京:东南大学,2018.
[16]	JIANG C, HUANG Q H, GU X L, et al. Modeling the effects of fatigue damage on concrete carbonation[J]. Construction and Building Materials,2018,191:942-962.
[17]	周艳霞. 考虑疲劳损伤影响的混凝土碳化性能研究[D].西安:西安建筑科技大学,2016.
[18]	王海超. 钢筋混凝土构件腐蚀疲劳试验研究与理论分析[D].大连:大连理工大学,2004.
[19]	张誉,张伟平,屈文俊.混凝土结构耐久性概论[M].上海:上海科学技术出版社,2003.
[20]	陈才生,张军,金伟良,等.钢筋混凝土梁超载作用下疲劳性能试验研究[J].施工技术,2015,44(12):5-9.
[21]	逯静洲,国力,刘亚,等.疲劳荷载和碳化联合作用下混凝土损伤特性试验研究[J].混凝土,2017(1):63-66,70.
[22]	龚洛书,苏曼青,王洪琳.混凝土多系数碳化方程及其应用[J].混凝土及加筋混凝土,1985(6):10-16.
[23]	牛荻涛.混凝土结构耐久性与寿命预测[M]. 北京:科学出版社,2003.
[24]	TANAKA K, NAWA T, HASHIDA H, et al. Effect of repeated load on micro structure and carbonation of concrete and mortar[C]//Eighth International Conference on Durability of Building Materials and Components. 1999:256-265.

Relative Articles

[1]	MIN Xinzhe, TU Yongming. Experimental Research on the Fatigue Damage Characteristics of CFRP Plate-Concrete Bonding Interface[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 254-262. doi: 10.3724/j.gyjzG24091902
[2]	ZHANG Youjun, ZENG Jiajun, JIANG Zhen, LIAO Ri, LI Hongyu, ZHANG Lu, FAN Yiwen. Experimental Research on Damage Characteristics of Stirrup-Confined Concrete Under Uniaxial Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 100-107. doi: 10.3724/j.gyjzG23101115
[3]	NIU Ditao, WU Hongqu, HUANG Jie, LUY Yao, YANG Ruixi. Damage Constitutive Model of Concrete Under Industrial SO₂ Corrosive Environment[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 96-103. doi: 10.3724/j.gyjzG24021904
[4]	SONG Songke, DU Taoming, YANG Tao, ZHANG Qinghua. Coupling Effect Mechanism of Pavement Characteristics on Fatigue Damage of Orthotropic Steel Decks[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 229-237. doi: 10.3724/j.gyjzG21122303
[5]	DU Ting, QU Pengyu, JI Xiankun, LI Zhiying, WANG Benwu, CHEN Sen. Predictions for Carbonation Depth of Marine Concrete Under Different Temperature and Humidity Environments Based on Levenberg-Marquart Algorithm[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 217-222. doi: 10.3724/j.gyjzG23083020
[6]	RONG Hua, JING Yuxiang, WANG Yulin, GENG Yan. Effects of Elevated Temperature and Irradiation on Performance Degradation of Concrete Structures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 133-138. doi: 10.13204/j.gyjzG22062009
[7]	ZHOU Hongyu, ZHOU Yun, LIU Yanan, TANG Qi. RESEARCH ON BENDING STIFFNESS DEGRADATION OF PRESTRESSED CONCRETE BEAMS CONSIDERING SIZE EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 62-66. doi: 10.13204/j.gyjzG20100604
[8]	HU Xiaopeng, WU Xiao, PENG Gang. CALCULATION MODEL OF EARLY CARBONATION DEPTH OF MINERAL ADMIXTURE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 106-111. doi: 10.13204/j.gyjzG19112905
[9]	Qu Feng, Niu Ditao, Yang Yuxi. EXPERIMENTAL STUDY OF PERFORMANCE OF FLY ASH FIBER CONCRETE UNDER THE ACTION OF SALT FROST[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 77-80. doi: 10.13204/j.gyjz201406018
[10]	Ji Bohai, Tian Yuan, Fu Zhongqiu, Xu Hanjiang. ANALYSIS OF FATIGUE STRESS AMPLITUDE OF DIAPHRAGM NOTCH IN ORTHOTROPIC STEEL BRIDGE DECK[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 128-131.
[11]	Wang Xinling, Kang Xiandong, Li Ke, Huang Weidong. FATIGUE DAMAGE MECHANISM OF HRBF500 RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 45-48. doi: 10.13204/j.gyjz201311011
[12]	Zhang Yakun, Zhu Haitang, Hou Lili. PUNCHING BEHAVIOR OF CONCRETE TWO-WAY SLABS REINFORCED WITH FRP BARS UNDER CONCENTRATED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 30-34. doi: 10.13204/j.gyjz201212008
[13]	Guan Qiaoyan, Gao Danying, Li Shan. STUDY ON CFRP-CONCRETE BOND BEHAVIOR SUBJECTED TO FREEZE-THAW CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 9-11,26. doi: 10.13204/j.gyjz201006003
[14]	Ji Xiaodong, Zhao Ning, Song Yupu. EXPERIMENTAL STUDY ON BOND BEHAVIOR'S DETERIORATION BETWEEN DEFORMED STEEL BAR AND CONCRETE AFTER FREEZING AND THAWING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022
[15]	Jiang Jinyang, Sun Wei, Li Wenting, Wang Jing. DURABILITY OF STRUCTURAL CONCRETE UNDER THE EFFECT OF MULTI-FACTORS OF FATIGUE LOADING AND ENVIRONMENTAL FACTORS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 6-8. doi: 10.13204/j.gyjz201011002
[16]	Ma Baoguo, Luo Zhongtao, Wang Kai, Zou Dinghua, Wang Yingbin, Wang Xingang. THE MODEL OF CONCRETE DURABILITY FAILING WITH TIME-CALCULATION METHOD USED IN THE SERVICE-LIFE PREDICTION OF HILS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 82-84,74. doi: 10.13204/j.gyjz200811020
[17]	Liu Ronggui, Fu Kai, Yan Tingcheng. THE FATIGUE PROPERTIES OF PRE-STRESSED CONCRETE STRUCTURE UNDER THE CONDITIONS OF FREEZE-THAW CYCLE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 75-78. doi: 10.13204/j.gyjz200811018
[18]	Li Shuchun, Diao Bo, Ye Yinghua. SEGMENT CURVE DAMAGE CONSTITUTIVE MODEL OF CONCRETE BASED ON ENERGY METHOD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 1-4. doi: 10.13204/j.gyjz200705001
[19]	Jin Zuquan, Sun Wei, Zhang Yunsheng, Lai Jianzhong. STUDY ON DAMAGE OF HPC UNDER THE CORROSION OF CHLORIDE AND SULFATE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 5-7. doi: 10.13204/j.gyjz200501001
[20]	Yang Weizhong, Wang Bo. A STOCHASTIC DAMAGE CONSTITUTIONAL MODEL AND ITS APPLICATION TO UNIAXIAL TENSILE BEHAVIOR OF CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 50-52,43. doi: 10.13204/j.gyjz200410015

Supplements(0)

Cited By

Cited by

Periodical cited type(11)

1.	迟曼曼，贺东青，李衫元. 基于密集配筋下的SFRSCC力学性能实验研究. 河南大学学报(自然科学版). 2022(05): 602-609 .
2.	刘俊霞，陶宏利，杨艳蒙，程学磊. 干湿循环-硫酸盐侵蚀对钢纤维SCC弯曲性能的影响研究. 水利水电技术(中英文). 2022(12): 118-124 .
3.	陈新明，史玉良，焦华喆，靳翔飞，吴亚闯，谭毅. 基于搜索锥算法的纤维分布特征及对BFRC的增强机制. 材料导报. 2021(04): 4061-4066 .
4.	卿龙邦，杨卓凡，慕儒. 龄期对定向钢纤维增强水泥基复合材料断裂性能的影响. 工业建筑. 2021(01): 146-151 . 本站查看
5.	梁海军，许家文. 钢-聚丙烯纤维橡胶混凝土力学性能试验研究. 塑料工业. 2021(06): 94-99 .
6.	郭志强. 不同钢纤维含量对超高性能混凝土结构的抗弯性能影响研究. 四川建筑科学研究. 2020(02): 95-102 .
7.	杨睿. 不同钢筋强度和钢纤维类型的混凝土梁抗弯性能试验研究. 新余学院学报. 2020(02): 25-31 .
8.	朱麒璇，刘晨曦，梁丽青，武丹丹，王雯倩. 钢纤维混凝土在盾构隧道管片中的应用综述. 四川建筑. 2020(06): 105-108 .
9.	李妍，王小鹏，贺柱国，方权. 工业废旧纤维增强水泥基复合材料抗剪性能试验研究. 工业建筑. 2020(12): 88-92+159 . 本站查看
10.	崔宏环，王文涛，崔乃夫，杨兴然，何静云，张振寰. 钢纤维混凝土桩水平承载特性试验研究. 北京交通大学学报. 2019(03): 130-136 .
11.	李英娜，张井财，张春巍，薛启超. 钢纤维混凝土的弯曲性能试验研究. 混凝土. 2018(08): 74-78 .