https://orcid.org/0000-0002-8925-1062
Abstract
To explore the carbonation effect on the design parameters of a bridge deck link slab made by ecological high ductility cementitious composites (Eco-HDCC), flexural and compressive properties of Eco-HDCC were studied. Besides, the carbonation front and pH profile in the pore solution of Eco-HDCC specimens with different carbonation ages were determined. Results indicate that the ultimate flexural strength of Eco-HDCC has little change as carbonation age increases, and first cracking strength increases for carbonation ages of 3 d∼7 d, then decreases. The ultimate deflection of Eco-HDCC after being carbonated is higher than that of the virgin specimen. Besides, as the carbonation age prolongs, the compressive strength and elastic modulus of Eco-HDCC slightly increase. In addition, with the increase of the carbonation age, carbonation front of Eco-HDCC increases while the pH value of the pore solution decreases. When the depth ranges are 15 mm∼25 mm and 37 mm∼40 mm for carbonation ages of 56 d, the pH values are 10.4 and 11.2, which may destroy the passive film of the steel bar. Moreover, the mechanical property parameters for the design of the link slab made by Eco-HDCC can be selected according to non-carbonated material for the purpose of safe and conservative design. The corrosion-resistant steel bar or fiber-reinforced polymer (FRP) bar could be a promising choice to prevent steel bar corrosion.
Issue Section:
Technical Papers
References
1.
Zhang
G. X.
, Chen
Z. Q.
, Lu
J.
, Xu
S. X.
, and Zhou
X. W.
, “Experimental Study on the Impact Properties of Concrete Bridge Pier Reinforced with Stainless Steel Rebar
,” Journal of Testing and Evaluation
46
, no. 4
(July 2018
): 1650
–1658
. https://doi.org/10.1520/JTE201604682.
Zhang
T.
, “Study on the Properties of New Polyurethane Elastic Concrete Expansion Joints
” (in Chinese) (master’s thesis, Chongqing Jiaotong University
, 2017
).3.
Concrete Committee, JSCE
Recommendations for Design and Construction of High Performance Fiber Reinforced Cement Composites with Multiple Fine Cracks (HPFRCC), Concrete Engineering Series 82
(Tokyo, Japan
: Japan Society of Civil Engineers
, 2008
).4.
Lepech
M. D.
and Li
V. C.
, “Application of ECC for Bridge Deck Link Slabs
,” Materials and Structures
42
, no. 9
(November 2009
): 1185. https://doi.org/10.1617/s11527-009-9544-55.
Chai
L. J.
, Guo
L. P.
, Chen
B.
, Cao
Y. Z.
, and Xu
Y. H.
, “Flexural Behaviors of Ecological High Ductility Cementitious Composites Subjected to Interaction of Freeze-Thaw Cycles and Carbonation
,” Journal of Advanced Concrete Technology
17
, no. 3
(March 2019
): 126
–137
. https://doi.org/10.3151/jact.17.1266.
Chang
C.-F.
and Chen
J.-W.
, “The Experimental Investigation of Concrete Carbonation Depth
,” Cement and Concrete Research
36
, no. 9
(September 2006
): 1760
–1767
. https://doi.org/10.1016/j.cemconres.2004.07.0257.
Duan
P.
, Yan
C.
, and Zhou
W.
, “Effects of Calcined Layered Double Hydroxides on Carbonation of Concrete Containing Fly Ash
,” Construction and Building Materials
160
(January 2018
): 725
–732
. https://doi.org/10.1016/j.conbuildmat.2017.11.0998.
Pan
G. H.
, Shen
Q. Z.
, and Li
J.
, “Microstructure of Cement Paste at Different Carbon Dioxide Concentrations
,” Magazine of Concrete Research
70
, no. 3
(February 2018
): 154
–162
. https://doi.org/10.1680/jmacr.17.001069.
Yao
B.
, Li
F.
, and Chen
J.
, “Experimental Study on the Shear Strength between the Steel Bridge Deck and the Asphalt Overlay
,” Journal of Testing Evaluation
45
, no. 1
(January 2017
): 313
–322
. https://doi.org/10.1520/JTE2016016410.
Zhou
X. M.
, “Experimental Research on Durability of Strain Hardening Cementitious Composites
” (in Chinese) (master’s thesis, Harbin Institute of Technology
, 2011
).11.
Zhou
W.
, “Experimental Research on Durability of Engineered Cementitious Composite with High Volume Fly Ash
” (in Chinese) (master’s thesis, Harbin Institute of Technology
, 2010
).12.
Dai
X. B.
, “Study on Durability Properties of PVA Fiber Reinforced Cementitious Composite Containing Nano-Particles
” (in Chinese) (master’s thesis, Zhengzhou University
, 2017
).13.
Pu
Q.
, Jiang
L. H.
, Xu
J. X.
, Chu
H. Q.
, Xu
Y.
, and Zhang
Y.
, “Evolution of PH and Chemical Composition of Pore Solution in Carbonated Concrete
,” Construction and Building Materials
28
, no. 1
(March 2012
): 519
–524
. https://doi.org/10.1016/j.conbuildmat.2011.09.00614.
Ji
Y.-S.
, Wu
M.
, Ding
B. D.
, Liu
F.
, and Gao
F.
, “The Experimental Investigation of Width of Semi-Carbonation Zone in Carbonated Concrete
,” Construction and Building Materials
65
(August 2014
): 67
–75
. https://doi.org/10.1016/j.conbuildmat.2014.04.09515.
Zhang
L. H.
, “Research on Proportion, Key Performance and Mechanism of Eco-High Ductility Cementitious Composites
” (in Chinese) (master’s thesis, Southeast University
, 2014
).16.
Chen
Z. K.
, “Optimized Design and Key Performance of Domestic Green High Ductility Cementitious Composites
” (in Chinese) (master’s thesis, Southeast University
, 2015
).17.
Yang
Y. N.
, “Multi-Scale Constitutive Relation and Design Theory of Ecological High Ductility Cementitious Composites Under Variable Temperature Conditions
” (in Chinese) (master’s thesis, Southeast University
, 2017
).18.
General Specifications for Design of Highway Bridges and Culverts
, JTG D60-2015 (Beijing, China
: Ministry of Transport of the People’s Republic of China
, 2015
).19.
Chai
L. J.
, Guo
L. P.
, Chen
B.
, and Xu
Y. H.
, “Interactive Effects of Freeze-Thaw Cycle and Carbonation on Tensile Property of Ecological High Ductility Cementitious Composites for Bridge Deck Link Slab
,” Construction and Building Materials
186
(October 2018
): 773
–781
. https://doi.org/10.1016/j.conbuildmat.2018.07.24820.
Chai
L. J.
, Guo
L. P.
, Chen
B.
, Xu
Y. H.
, and Fei
C. G.
, “Anti-freezing Property of Ecological High Ductility Cementitious Composites under Freeze-Thaw Cycles
,” Journal of Southeast University (Natural Science Edition)
48
, no. 3
(May 2018
): 543
–548
. https://doi.org/10.3969/j.issn.1001-0505.2018.03.02421.
Test Method for Fluidity of Cement Mortar
, GB/T 2419-2005 (Beijing, China
: China National Standardization Administration Committee
, 2015
).22.
Standard for Test Methods of Long-Term Performance and Durability of Ordinary Concrete
, GB/T 50082-2009 (Beijing, China
: Ministry of Housing and Urban-Rural Development
, 2009
).23.
Chai
L. J.
, Guo
L. P.
, Chen
B.
, Xu
Y. H.
, and Ding
C.
, “Mechanical Properties of Ecological High Ductility Cementitious Composites Produced with Recycled Crumb Rubber and Recycled Asphalt Concrete
,” Journal of Material Cycles and Waste Management
21
, no. 3
(May 2019
): 488
–502
. https://doi.org/10.1007/s10163-018-0813-724.
Mo
L. W.
, Zhang
F.
, and Deng
M.
, “Mechanical Performance and Microstructure of the Calcium Carbonate Binders Produced by Carbonating Steel Slag Paste under CO2 Curing
,” Cement and Concrete Research
88
(October 2016
): 217
–226
. https://doi.org/10.1016/j.cemconres.2016.05.01325.
Liu
Z. Y.
, “Study on Methods of Accelerated Testing of Marine Concrete Durability Based on Simulating Environment and Service Life Prediction
” (in Chinese) (PhD diss., Southeast University
, 2006
).26.
Metalssi
O. O.
, Ait-Mokhtar
A.
, Turcry
P.
, and Ruot
B.
, “Consequences of Carbonation on Microstructure and Dry Shrinkage of a Mortar with Cellulose Ether
,” Construction and Building Materials
34
(September 2012
): 218
–225
. https://doi.org/10.1016/j.conbuildmat.2012.02.04427.
Ma
H.
, Qian
S. Z.
, Zhang
Z. G.
, Lin
Z.
, and Li
V. C.
, “Tailoring Engineered Cementitious Composites with Local Ingredients
,” Construction and Building Materials
101
, part 1 (December 2015
): 584
–595
. https://doi.org/10.1016/j.conbuildmat.2015.10.14628.
Wang
S. X.
and Li
V. C.
, “Engineered Cementitious Composites with High-Volume Fly Ash
,” ACI Materials Journal
104
, no. 3
(May/June 2007
): 233
–241
.29.
Li
Q.
, “Effect of Fly Ash Content and Curing Condition on Ca(OH)2 Contents and Carbonation of Cement-Based Material
” (in Chinese) (master’s thesis, Zhejiang University of Technology
, 2015
).30.
Code for Design of Concrete Structures
, GB50010-2010 (Beijing, China
: Ministry of Housing and Urban-Rural Development
, 2010
).
This content is only available via PDF.
All rights reserved. This material may not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of ASTM International.
You do not currently have access to this content.
