Application of Micro-Structure Testing in the Analysis of the Cause of Concrete Cracks

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Abstract:

Scanning electron microscope, differential thermal analysis, thermo-gravimetric analysis, fluorescent analysis and X-ray CT et.al. have become usual means used in the research of concrete material science. This paper proposed a new method to evaluate the causes of cracking of in-situ concrete based on the investigation by using these comprehensive technologies for analysis of micro-structure. The proposed new method is more reliable and objective than the traditional method which is mainly based on experience and chemical analysis. A case investigation using the new method to explore the causes of cracking in a real project was introduced.

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Key Engineering Materials (Volumes 629-630)

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121-129

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October 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] G. Rastiello, C. Boulay, S. Dal Pont, J.L. Tailhan, P. Rossi Real-time water permeability evolution of a localized crack in concrete under loading [J] Cement and Concrete Research 56 (2014) 20-28.

DOI: 10.1016/j.cemconres.2013.09.010

Google Scholar

[2] M. Ismail, A. Toumi, R. François, R. Gagné, Effect of crack opening on the local diffusion of chloride in cracked mortar samples[J] Cement and Concrete Research 38 (2008) 1106-1111.

DOI: 10.1016/j.cemconres.2008.03.009

Google Scholar

[3] Ippei Maruyama, Hiroshi Sasano Strain and crack distribution in concrete during drying[J] Materials and Structures 47 (2014): 517-532.

DOI: 10.1617/s11527-013-0076-7

Google Scholar

[4] Bisschop J, van Mier GM Effect of aggregates on drying shrinkage micro-cracking in cement-based composites [J] Materials and Structures 47 (2002) 35: 453-461.

DOI: 10.1007/bf02483132

Google Scholar

[5] Grassl P, Wong HS, Buenfeld NR Influence of aggregate size and volume fraction on shrinkage induced micro-cracking of concrete and mortar [J] Cement and Concrete Research 40(2010): 85-93.

DOI: 10.1016/j.cemconres.2009.09.012

Google Scholar

[6] Idiart , A, Bisschop J, Caballero A, Lur P A numerical and experimental study of aggregate-induced shrinkage cracking in cementitious composites. [J] Cement and Concrete Research 42(2012): 272-281.

DOI: 10.1016/j.cemconres.2011.09.013

Google Scholar

[7] Lura P, Jensen OM, Weiss J Cracking in cement paste induced by autogenous shrinkage [J] Materials and Structures 42(2009): 1089-1099.

DOI: 10.1617/s11527-008-9445-z

Google Scholar

[8] S. Grasberger, G. Meschke, Thermo-hydro-mechanical degradation of concrete: from coupled 3D material modelling to durability-oriented multifield structural analyses [J] Materials and Structures. 37 (2004) 244-256.

DOI: 10.1007/bf02480633

Google Scholar

[9] K.G. Papakonstantinou, M. Shinozuka Probabilistic model for steel corrosion in reinforced concrete structures of large dimensions considering crack effects[J] Engineering Structures 57 (2013) 306-326.

DOI: 10.1016/j.engstruct.2013.06.038

Google Scholar

[10] C. Boulay, S. Dal Pont, P. Belin, Real-time evolution of electrical resistance in cracking concrete, Cement and Concrete Research. 39 (2009) 825-831.

DOI: 10.1016/j.cemconres.2009.06.003

Google Scholar

[11] Ping Duan, Wei Chen, Juntao Ma, Zhonghe Shui Influence of layered double hydroxides on microstructure and carbonation resistance of sulphoaluminate cement concrete [J] Construction and Building Materials 48 (2013) 601-609.

DOI: 10.1016/j.conbuildmat.2013.07.049

Google Scholar

[12] Winnefeld Frank, Lothenbach Barbara. Hydration of calcium sulfoaluminate cements experimental findings and thermodynamic modeling [J] Cement and Concrete Research 2010; 40(8): 1239-1247.

DOI: 10.1016/j.cemconres.2009.08.014

Google Scholar

[13] Liao YS, Wei XS, Li GW. Early hydration of calcium sulfoaluminate cement through electrical resistivity measurement and microstructure investigations. [J] Construction Build Material 2011; 25(4): 1572-1579.

DOI: 10.1016/j.conbuildmat.2010.09.042

Google Scholar

[14] Wei Y, Yao W, Xing X, Wu M. Quantitative evaluation of hydrated cement modified by silica fume using QXRD, Al MAS NMR, TG-DSC and selective dissolution techniques [J] Construction Build Material 2012; 36(1): 925-932.

DOI: 10.1016/j.conbuildmat.2012.06.075

Google Scholar

[15] E. Gallucci, X. Zhang, K.L. Scrivener Effect of temperature on the microstructure of calcium silicate hydrate (C-S-H) [J] Cement and Concrete Research 53 (2013) 185-195.

DOI: 10.1016/j.cemconres.2013.06.008

Google Scholar

[16] Nielsen EP, Herfort D, Geiker MR. Binding of chloride and alkalis in Portland cement systems. [J] Cement and Concrete Research 2005; 35: 117-123.

DOI: 10.1016/j.cemconres.2004.05.026

Google Scholar