动荷载-水-冻融共同作用下混凝土宏观裂缝扩展与演变的研究进展

doi:10.11896/cldb.20060277

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Abstract Concrete is an important material in civil engineering construction. Due to design, construction, service environment and material itself, some non-structural cracks exist in concrete when it is put into use. Engineering practice has found that under long-term dynamic load, concrete cracks will expand and evolve in the length, width and depth directions, and the combined action of dynamic load and environment will accelerate the expansion of cracks, accelerate the deterioration of concrete materials, and lead to concrete mechanics and durability. Lowering seriously affects structural safety.
The long-term action of dynamic load will cause complex changes in the stress field and displacement field near the crack tip, which will cause stress concentration and strain energy release. When the crack tip stress intensity factor is greater than the material fracture toughness, the crack will grow instability. The dynamic load will generate dynamic hydraulic pressure on the water in the cracks. Under the action of dynamic hydraulic pressure, the water will repeatedly scour and dissolve the inner walls of the cracks, resulting in the loss of aggregates and hydration products on the inner walls of the cracks and accelerating the crack propagation. In the process of low-temperature freezing and thawing, water repeatedly freezes and dissolves on the inner wall of the crack, resulting in frost heave stress in the crack. The dynamic load causes the volume change of the crack to increase the frost heave stress. At the same time, the freeze-thaw affects the aggregate on the inner wall of the crack. And hydration products produced denudation and accelerated the expansion of concrete cracks. The combined effect of dynamic load-water-freeze-thaw on the propagation and evolution of concrete macroscopic cracks is more complicated, and there is no systematic study yet.
This paper summarizes the latest developments in the research on the expansion and evolution of concrete macroscopic cracks under the combined action of dynamic load-water-freeze-thaw, combs the acceleration mechanism of water and freeze-thaw on the crack propagation evolution under dynamic load, and the calculation method of crack propagation and evolution and effective predictive models. The problems that need to be further solved in this research direction are proposed, in order to lay the foundation for further mastering the long-term service performance of concrete structures, perfecting concrete structure damage theory and maintenance technology.

Key words： concrete macroscopic crack coupling of dynamic load-water-freeze-thaw crack propagation scouring dissolution frost heaving denudation

Published: 03 November 2021

CLC number:

TU528

Fund:National Natural Science Foundation of China (51678569, 11790283) and the National Key Research and Development Project (2017YFB1201204).

About author:: Kunlin Ma is currently a full professor in College of Civil Engineering, Central South University. He mainly engaged in sponge city, pavement structure design and damage theory, solid waste resource utilization, high-performance concrete technology and high-speed railway ballastless track research and engineering applications. He has published more than 100 academic papers, won 6 scientific research awards at or above provincial and ministerial level, obtained 10 patents, edited 3 textbooks, published 1 monograph, and worked out 4 specifications as the main drafter.

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	MA Kunlin
	WANG Zhongzhi
	LONG Guangcheng
	XIE Youjun
	ZENG Xiaohui

Cite this article:

MA Kunlin,WANG Zhongzhi,LONG Guangcheng, et al. Propagation and Evolution of Macroscopic Crack of Concrete Under Dynamic Load-Water-Freeze-Thaw Action: a Review[J]. Materials Reports, 2021, 35(19): 19091-19098.

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http://www.mater-rep.com/EN/10.11896/cldb.20060277 OR http://www.mater-rep.com/EN/Y2021/V35/I19/19091

1 Wang Y Z, Liu Z, Fu K, et al. Construction and Building Materials, 2020, 236,117556.
2 Liu P, Chen Y, Wang W L, et al. Chemical Physics Letters, 2020, 745,137254.
3 Wang H L, Dai J G, Sun X Y, et al. Construction and Building Mate-rials, 2016, 107,216.
4 Palin D, Wiktor V, Jonkers H M. Cement and Concrete Research, 2015, 73,17.
5 Kayondo M, Combrinck R, Boshoff W P. Construction and Building Materials, 2019, 225,88.
6 Lin G, Qi C S, Zhou H T. Engineering Fracture Mechanics, 1994, 47(2), 269.
7 Xu W, Waas A M. Engineering Fracture Mechanics, 2016, 152,126.
8 Kravchenko S G, Kravchenko O G, Sun C T. Engineering Fracture Mechanics, 2014, 119,132.
9 Xu S L, Zhao Y H, Wu Z M. Journal of Materials in Civil Engineering, 2006, 18(6), 817.
10 Hoseini M, Bindiganavile V, Banthia N. Cement and Concrete Compo-sites, 2009, 31(4),213.
11 Luo D M, Niu D T, Su L. Engineering Mechanics, 2019, 36(1),1(in Chinese).
罗大明,牛荻涛,苏丽. 工程力学, 2019, 36(1), 1.
12 Qin X, Shen A Q, Guo Y C, et al. Journal of South China University of Technology(Natural Science Edition), 2017, 45(6),81(in Chinese).
覃潇,申爱琴,郭寅川,等. 华南理工大学学报(自然科学版), 2017, 45(6), 81.
13 Ma K L, Wu Z M, Hu X Z, et al. Fatigue & Fracture of Engineering Materials & Structures, 2020, 43(5),978.
14 Guo Y C, Shen A Q, He T Q, et al. Journal of Traffic and Transportation Engineering, 2016, 16(5), 1(in Chinese).
郭寅川,申爱琴,何天钦,等. 交通运输工程学报, 2016, 16(5), 1.
15 Ma K L, Li S J, Long G C, et al. Journal of Materials In Civil Enginee-ring, 2020, 32(6),4020147.
16 Long G C, Yang Z X, Bai C N, et al. Journal of the Chinese Ceramic Society, 2019, 47(7),855(in Chinese).
龙广成,杨振雄,白朝能,等.硅酸盐学报, 2019, 47(7), 855.
17 Yang J, Kong B, Cai C S, et al. Journal of Transportation Engineering, 2016, 142(8),4016031.
18 Su L W. Study on the durability behavior of marine concrete structures under loading and ocean environment. Ph.D. Thesis, South China University of Technology,China,2016(in Chinese).
苏林王. 荷载与海洋环境耦合作用下海工混凝土结构耐久性研究. 博士学位论文,华南理工大学, 2016.
19 Che M C, Wang K, Xie L. Engineering Failure Analysis,2013,27(1),272-285.
20 Ma K L, Long G C, Xie Y J. Journal of the China Railway Society, 2018, 40(8),116(in Chinese).
马昆林,龙广成,谢友均. 铁道学报, 2018, 40(8), 116.
21 Zhang Y Z, Zhang S M, Wei G, et al. Advances In Civil Engineering, 2019, 2019(8), 1.
22 Chen X C, Du C B, You M Y, et al. Engineering Fracture Mechanics, 2017, 179,314.
23 Wang Y, Hu S W, Fan X Q, et al. Construction and Building Materials, 2019, 199,613.
24 Cao S H, Yang R S, Liu X Y, et al. China Railway Science, 2016, 37(3),9(in Chinese).
曹世豪,杨荣山,刘学毅,等.中国铁道科学, 2016, 37(3),9.
25 Yang R S, Cao S H, Xie L, et al. Journal of the China Railway Society, 2017, 39(6),95(in Chinese).
杨荣山,曹世豪,谢露,等. 铁道学报, 2017, 39(6),95.
26 Xu G H, Liu X Y, Yang R S, et al. Journal of the China Railway Society, 2014, 36(10),76(in Chinese).
徐桂弘,刘学毅,杨荣山,等.铁道学报, 2014, 36(10),76.
27 Wang H L, Li Q B.Journal of Hydraulic Engineering,2006(8),958(in Chinese).
王海龙,李庆斌. 水利学报, 2006(8),958.
28 Lu J Z, Zhu K F, Tian L Z, et al. Construction and Building Materials, 2017, 152,847.
29 Ma Z M, Zhao T J, Yang J. Journal of Materials in Civil Engineering, 2017, 29(8),4017071.
30 Ma Z M, Zhu F Z, Ba G Z. Construction and Building Materials, 2019, 196,375.
31 Li N, Long G C, Fu Q, et al. Construction and Building Materials, 2019, 200,198.
32 Tong F Z. The influence of frost heave on crack's propagation of ballastless track. Master's Thesis, Shijiazhuang Tiedao University,China,2018(in Chinese).
仝凤壮. 无砟轨道裂纹内水的冻胀对裂纹扩展的影响. 硕士学位论文,石家庄铁道大学, 2018.
33 Hong J X, Miu C W, Huang W, et al. China Civil Engineering Journal, 2012, 45(6),83(in Chinese).
洪锦祥,缪昌文,黄卫,等. 土木工程学报, 2012, 45(6),83.
34 Wang J R, Chen Y L, Fu Y. Journal of Water Resources and Water Engineering, 2019, 30(2),178(in Chinese).
王靖荣,陈有亮,傅喻. 水资源与水工程学报, 2019, 30(2),178.
35 Kazberuk M K. Archives of Civil and Mechanical Engineering, 2013, 13(2), 254.
36 Sun M, Xin D B, Zou C Y. Mechanics of Materials, 2019, 139,103192.
37 Li B, Mao J, Shen W G, et al. Construction and Building Materials, 2019, 211,1050.
38 Wawrzeńczyk J, Molendowska A. Procedia Engineering, 2017, 193,35.
39 Rieger M, Moser C, Brunnhofer P, et al. International Journal of Fatigue, 2020, 132,105360.
40 Carpinteri A, Spagnoli A, Vantadori S. Engineering Fracture Mechanics, 2010, 77(6),974.
41 Xu Y J, Yuan H. Engineering Fracture Mechanics, 2009, 76(2), 165.
42 Zhou M D, Tang L, Li C J, et al. Journal of China & Foreign Highway, 2015, 35(4), 285(in Chinese).
邹茗地,唐亮,李成君,等. 中外公路, 2015, 35(4),285.
43 Lu W Y. Applied Mechanics and Materials, 2014, 638,333.
44 Schätzer M, Fries T P. Applied Mathematical Modelling, 2020, 78,863.
45 Hu S W, Mi Z X. Journal of Hydraulic Engineering, 2014, 45(S1),51(in Chinese).
胡少伟,米正祥. 水利学报, 2014, 45(S1),51.
46 Qing L B, Liu H H, Luo D N, et al. Journal of Hebei University of Technology, 2015, 44(1), 89(in Chinese).
卿龙邦,刘换换,罗丹旎,等. 河北工业大学学报, 2015, 44(1), 89.
47 Skar A, Poulsen P N, Olesen J F. Engineering Fracture Mechanics, 2017, 181,38.
48 Ray S, Jeshna C C, Gupta N. Engineering Fracture Mechanics, 2020, 223,106735.
49 Gaedicke C, Roesler J, Shah S P. International Journal of Fatigue, 2009, 31(8),1309.
50 Brake N A, Chatti K. Engineering Fracture Mechanics, 2013, 109,169.
51 Bhowmik S, Ray S. Engineering Fracture Mechanics, 2018, 191,365.
52 Sun X X, Guo X M, Guo L, et al. International Journal of Computatio-nal Methods, 2020, 17(1), 1844007.
53 Simon K M, Kishen J M C. International Journal of Fatigue, 2017, 98, 1.
54 Bang D J, Ince A, Noban M. International Journal of Fatigue, 2019, 128,105182.
55 Javanmardi M, Maheri M R. Finite Elements in Analysis and Design, 2019, 165,1.