(chino) review on deterioration of concrete subjected to coupling effect of fatigue loadm...
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8/19/2019 (CHINO) review on deterioration of concrete subjected to coupling effect of fatigue loadm carbonation and chlorid…
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· 1459 ·41 11
DOI 10.7521/j.issn.0454–5648.2013.11.01
1,2,3 1 (1. 211189 2. 250101
3. 250101)
( )
( )
TU528 A 0454–5648(2013)11–1459–06
2013–10–28 15:40:49 http://www.cnki.net/kcms/detail/11.2310.TQ.20131028.1540.001.html
Review on Deterioration of Concrete Subjected to Coupling Effect of Fatigue Load,Carbonation and Chlorides
LI Shibin 1,2,3 SUN Wei 1
(1. School of Materials Science and Engineering, Southeast University, Nanjing 211189, China; 2. School of CivilEngineering, Shandong Jianzhu University, Jinan 250101, China; 3. Shandong Provincial Key
Laboratory of Appraisal and Retrofitting in Building Structures, Jinan 250101, China)
Abstract: The real construction is subjected to the coupling action of mechanical loads and environmental actions. In the ocean at-mosphere environment and deicing salt environment, the damage and deterioration laws of structure concrete under the coupling ac-tion of fatigue load and carbonation and chlorides as well as the interaction between concrete carbonation and chloride ion penetrationwere summarized from the viewpoint of material. The effect of concrete carbonation on the chloride ion penetration and the chlorideion penetration behavior after or under fatigue load were discussed emphatically. The existing problems which should be further in-vestigated are suggested.
Key words: concrete; fatigue load; carbonation; chloride ion; damage and deterioration
( ) [1]
10[2]
( )
2013–03–01 2013–08–12
(2012M511178)
(51008182)
(BS2011SF013)
(1978 —) (1935 —)
Received date: 2013–03–01. Revised date: 2013–08–12.
First author: LI Shibin (1978–), male, Ph.D., Associate Professor.
E-mail: [email protected]
Correspondent author: SUN Wei (1935–), female, Ph.D., Professor.
41 11 2 0 1 3 1 1
JOURNAL OF THE CHINESE CERAMIC SOCIETY
Vol. 41 No. 11 November 2013
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· 1460 · 2013
[3–4]
[5]
[6–18]
[19–20]
1
[20–22]
[23]
1.1
1.1.1 Papadakis [24] Claisse [25]
[26] [27] [28] [29]
[30] [31]
pH Friedel
[32] [33] [34]
Ca(OH) 2
pH
Montemor [35]
CO 2[36]
pH 11.5 70%
XRD
Friedel[38]
1.1.2 Puatatsananon [39]
[40] (W/C =
0.55)
43% Goni [41] NaCl
65%
5% CO 2
Friedel
1.1.3 Tumidajski [42]
Chindaprasirt [43]
Matsumura[44]
40 ℃ 65
℃
[45]
[46]
(0.35)
(0.45 0.55)
1.2
1.2.1 [47] NaCl
8/19/2019 (CHINO) review on deterioration of concrete subjected to coupling effect of fatigue loadm carbonation and chlorid…
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· 1461 ·41 11
Ca(OH) 2 CaCl 2
Ca(OH) 2 CaCl 2
[48]
1.2.2 [33]
[45]
Friedel
2
[17]
[19]
2.1 Tanaka [49]
[50]
CO 2
2.2
Saito [51]
60%
50%
Nakhi[52]
60% [53]
30%
Xi [54]
[55]
60%
60%
70%
Gontar [56]
[57–58]
8/19/2019 (CHINO) review on deterioration of concrete subjected to coupling effect of fatigue loadm carbonation and chlorid…
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· 1462 · 2013
[59]
2.3
Nakhi [60]
8%
50% 60% 70%
60%
60%
70%
60%
[61]
[62–63]
30%
[64]
3
1)
( )
2) Friedel
3)
4)
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