|Table of Contents|

[1] Deng Hanwen,. Mechanical property of strain-hardening cementitiouscomposites modified with superabsorbent polymers [J]. Journal of Southeast University (English Edition), 2017, 33 (3): 309-315. [doi:10.3969/j.issn.1003-7985.2017.03.009]
Copy

Mechanical property of strain-hardening cementitiouscomposites modified with superabsorbent polymers()
Share:

Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
33
Issue:
2017 3
Page:
309-315
Research Field:
Traffic and Transportation Engineering
Publishing date:
2017-09-30

Info

Title:
Mechanical property of strain-hardening cementitiouscomposites modified with superabsorbent polymers
Author(s):
Deng Hanwen
School of Transportation, Southeast University, Nanjing 210096, China
Keywords:
strain-hardening cementitious composites(SHCC) superabsorbent polymer(SAP) mechanical property self-healing
PACS:
U414
DOI:
10.3969/j.issn.1003-7985.2017.03.009
Abstract:
In order to improve the tensile property, flexural property and drying shrinkage of strain-hardening cementitious composites(SHCC), mixtures quantitatively modified with superabsorbent polymer(SAP)were investigated. The uniaxial tensile test, the four-point bending test, the compressive test, the drying shrinkage test and the environmental scanning electron microscope(ESEM)were employed to investigate the tensile strain capacity, flexural deformation capacity, compressive strength, drying shrinkage, crack width and self-healing of SHCC. The experimental results show that SHCC modified with SAP particles exhibits excellent ductility and deformability, and the tensile strain is up to about 4.5% and the average crack width is controlled around 40 μm. Meanwhile, the drying shrinkage of SHCC modified with SAP particles can reduce by about 60%. Furthermore, the self-healing behavior is observed in the cracks of specimen after three cycles of high-low relative humidity curing, and the self-healing products can completely fill the cracks of SHCC specimens modified with SAP particles. It is, therefore, feasible to produce SHCC material modified with SAP particles, while simultaneously retaining higher material ductility.

References:

[1] Li V C. From micromechanics to structural engineering — the design of cementitious composites for civil engineering applications [J]. Structural Engineering/Earthquake Engineering, 1993, 10(2): 37-48.
[2] Li V C, Stang H, Krenchel H. Micromechanics of crack bridging in fibre-reinforced concrete[J]. Materials and Structures, 1993, 26(8): 486-494. DOI:10.1007/bf02472808.
[3] Li V C, Leung C K Y. Steady-state and multiple cracking of short random fiber composites[J]. Journal of Engineering Mechanics, 1992, 118(11): 2246-2264. DOI:10.1061/(asce)0733-9399(1992)118:11(2246).
[4] Li V C. On engineered cementitious composites(ECC): A review of the material and its applications [J]. Journal of Advanced Concrete Technology, 2003, 1(3): 215-230. DOI:10.3151/jact.1.215.
[5] Jun P, Mechtcherine V. Behaviour of strain-hardening cement-based composites(SHCC)under monotonic and cyclic tensile loading: Part 1 —experimental investigations [J]. Cement and Concrete Composites, 2010, 32(10): 801-809.DOI:10.1016/j.cemconcomp.2010.07.019.
[6] Mechtcherine V, Millon O, Butler M, et al. Mechanical behaviour of strain hardening cement-based composites under impact loading[J]. Cement and Concrete Composites, 2011, 33(1): 1-11. DOI:10.1016/j.cemconcomp.2010.09.018.
[7] Wang S X, Li V C. Tailoring of pre-existing flaws in ECC matrix for saturated strain hardening [C/OL]. Proceedings of FRAMCOS. Breckenridge, USA, 2004.http://framcos.org/FraMCoS-5/Wang.Tailoring.pdf.
[8] Zhang Z G, Qian S Z, Ma H. Investigating mechanical properties and self-healing behavior of micro-cracked ECC with different volume of fly ash [J]. Construction and Building Materials, 2014, 52:17-23. DOI:10.1016/j.conbuildmat.2014.02.001.
[9]Yang E H, Yang Y Z, Li V C. Use of high volumes of fly ash to improve ECC mechanical properties and material greenness[J]. ACI Materials Journal, 2007, 104(6):620-628.
[10] Ma H, Qian S Z, Zhang Z G, et al. Tailoring engineered cementitious composites with local ingredients[J].Construction and Building Materials, 2015, 101: 584-595. DOI:10.1016/j.conbuildmat.2015.10.146.
[11] Kim J K, Kim J S, Ha G J, et al. Tensile and fiber dispersion performance of ECC(engineered cementitious composites)produced with ground granulated blast furnace slag[J]. Cement and Concrete Research, 2007, 37(7): 1096-1105. DOI:10.1016/j.cemconres.2007.04.006.
[12] Li V C, Mishra D K, Wu H C. Matrix design for pseudo-strain-hardening fibre reinforced cementitious composites[J]. Materials and Structures, 1995, 28(10): 586-595. DOI:10.1007/bf02473191.
[13] Jensen O M, Hansen P F. Water-entrained cement-based materials Ⅱ.Experimental observations [J]. Cement and Concrete Research: 2002, 32(6): 973-978. DOI:10.1016/s0008-8846(02)00737-8.
[14] Jensen O M, Hansen P F. Water-entrained cement-based materials Ⅰ. Principles and theoretical background [J]. Cement and Concrete Research, 2001, 31(4): 647-654. DOI:10.1016/s0008-8846(01)00463-x.
[15] Mechtcherine V, Reinhardt H W. Application of super absorbent polymers(SAP)in concrete construction[M].Dresden: Springer Netherlands, 2012:137-148.
[16] Beushausen H, Gillmer M, Alexander M. The influence of superabsorbent polymers on strength and durability properties of blended cement mortars[J]. Cement and Concrete Composites, 2014, 52: 73-80. DOI:10.1016/j.cemconcomp.2014.03.008.
[17] Hasholt M T, Jensen O M. Chloride migration in concrete with superabsorbent polymers[J]. Cement and Concrete Composites, 2015, 55: 290-297. DOI:10.1016/j.cemconcomp.2014.09.023.
[18] Mechtcherine V, Secrieru E, Schröfl C. Effect of superabsorbent polymers(SAPs)on rheological properties of fresh cement-based mortars — development of yield stress and plastic viscosity over time [J].Cement and Concrete Research, 2015, 67: 52-65.
[19] Snoeck D, Schaubroeck D, Dubruel P, et al. Effect of high amounts of superabsorbent polymers and additional water on the workability, microstructure and strength of mortars with a water-to-cement ratio of 0.50[J].Construction and Building Materials, 2014, 72: 148-157. DOI:10.1016/j.conbuildmat.2014.09.012.
[20] Bentz D P. Influence of internal curing using lightweight aggregates on interfacial transition zone percolation and chloride ingress in mortars[J]. Cement and Concrete Composites, 2009, 31(5): 285-289. DOI:10.1016/j.cemconcomp.2009.03.001.
[21] Yang Y, Lepech M D, Yang E H, et al. Autogenous healing of engineered cementitious composites under wet-dry cycles[J]. Cement and Concrete Research, 2009, 39(5): 382-390. DOI:10.1016/j.cemconres.2009.01.013.
[22] Reinhardt H W, Jooss M. Permeability and self-healing of cracked concrete as a function of temperature and crack width[J]. Cement and Concrete Research, 2003, 33(7): 981-985. DOI:10.1016/s0008-8846(02)01099-2.

Memo

Memo:
Biography: Deng Hanwen(1986—), male, graduate.
Foundation items: The National Natural Science Foundation of China(No.51278097), Start-up Grant provided by Nanyang Technological University(No.M4081208).
Citation: Deng Hanwen. Mechanical property of strain-hardening cementitious composites modified with superabsorbent polymers[J].Journal of Southeast University(English Edition), 2017, 33(3):309-315.DOI:10.3969/j.issn.1003-7985.2017.03.009.
Last Update: 2017-09-20