Technical Papers
Apr 10, 2018

Microfracture Characterization of Cement Paste at Early Age by Indentation Test

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 6

Abstract

Fracture properties of cement paste at an early age are difficult to determine using conventional methods because of its low strength. By using an indentation technique, this paper reported a fracture test method for early-age cement paste in microscale. Power equations were employed to capture the load-displacement curves, where the power indexes were acquired to be associated with energy constants. The elastic energy constant may be a featured parameter to characterize solid phases. An explicit expression for estimating plastic energy with the effect of holding load at peak force was established based on an energy method. The fracture energy, energy release rate, and fracture toughness of a cement paste cured for 3 days were calculated directly from indentation curves via this model. The microstructure of the cement paste was studied using scanning electron microscopy and backscattering analysis. The results show that the fracture data of the cement paste at an early age from the indentation tests are stable and comparable with those by conventional macrofracture tests. The indentation-based fracture testing method may provide an efficient method to assess the fracture properties of cement-based materials.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

Dr. Qiang Zeng acknowledges the financial support of the National Natural Science Foundation of China (No. 51408536).

References

Altoubat, S., and Lange, D. A. (2001). “Creep, shrinkage and cracking of restrained concrete at early age.” Aci. Mater. J., 98(4), 323–331.
Anstis, G. R., Chantikul, P., Lawn, B. R., and Marshall, D. B. (1981). “A critical evaluation of indentation techniques for measuring fracture toughness. I: Direct crack measurements.” J. Am. Ceram. Soc., 64(9), 533–538.
Attaf, M. T. (2003). “New ceramics related investigation of the indentation energy concept.” Mater. Lett., 57(30), 4684–4693.
Brown, J. H., and Pomeroy, C. D. (1973). “Fracture toughness of cement paste and mortars.” Cem. Concr. Res., 3(4), 475–480.
Chen, J., and Bull, S. J. (2007). “Indentation fracture and toughness assessment for thin optical coatings on glass.” J. Appl. Phys., 40, 5401–5417.
Cheng, Y., and Cheng, C. (1998). “Relationships between hardness, elastic modulus, and the work of indentation.” Appl. Phys. Lett., 73(5), 614–616.
Cheng, Y. T., Li, Z., and Cheng, C. M. (2002). “Scaling relationships for indentation measurements.” Philos. Mag. A, 82(10), 1821–1829.
Constantinides, G., and Ulm, F. J. (2004). “The effect of two types of C─ S─ H on the elasticity of cement-based materials: Results from nanoindentation and micromechanical modeling.” Cem. Concr. Res., 34(1), 67–80.
Constantinides, G., and Ulm, F. J. (2007). “The nanogranular nature of C─ S─ H.” J. Mech. Phys. Solids., 55(1), 64–90.
Dejong, M. J., and Ulm, F. J. (2007). “The nanogranular behavior of C─ S─ H at elevated temperatures (up to 700°C).” Cem. Concr. Res., 37(1), 1–12.
Han, J. D., Liang, Y., Sun, W., Liu, W. Q., and Wang, S. G. (2015). “Microstructure modification of carbonated cement paste with six kinds of modern microscopic instruments.” J. Mater. Civ. Eng., 04014262.
Jha, K. K., Suksawang, N., Lahiri, D., and Agarwal, A. (2015). “A novel energy-based method to evaluate indentation modulus and hardness of cementitious materials from nanoindentation load-displacement data.” Mater. Struct., 48(9), 2915–2927.
King, R. B. (1987). “Elastic analysis of some punch problems for a layered medium.” Int. J. Solids Struct., 23(12), 1657–1664.
Konsta-Gdoutos, M. S., Metaxa, Z. S., and Shah, S. P. (2010). “Multi-scale mechanical and fracture characteristics and early-age strain capacity of high performance carbon nanotube-cement nanocomposites.” Cem. Concr. Compos., 32(2), 110–115.
Li, Q., Xu, S., and Zeng, Q. (2016). “A fractional kinetic model for drying of cement-based porous materials.” Dry. Technol., 34(10), 1231–1242.
Liang, S., Wei, Y., and Gao, X. (2017). “Strain-rate sensitivity of cement paste by microindentation continuous stiffness measurement: Implication to isotache approach for creep modeling.” Cem. Concr. Res., 100, 84–95.
Liu, K., Ostadhassan, M., and Bubach, B. (2016). “Applications of nano-indentation methods to estimate nanoscale mechanical properties of shale reservoir rocks.” J. Nat. Gas Sci. Eng., 35, 1310–1319.
Mencik, J., and Swain, M. V. (1994). “Micro-indentation tests with pointed indenters.” Metals Forum, 18, 277–288.
Miller, M., Bobko, C., Vandamme, M., and Ulm, F.-J. (2008). “Surface roughness criteria for cement paste nanoindentation.” Cem. Concr. Res., 38(4), 467–476.
Mondal, P., Shah, S. P., and Marks, L. (2007). “A reliable technique to determine the local mechanical properties at the nanoscale for cementitious materials.” Cem. Concr. Res., 37(10), 1440–1444.
Nadeau, J. S., Mindess, S., and Hay, J. M. (1974). “Slow crack growth in cement paste.” J. Am. Ceram. Soc., 57(2), 51–54.
Oliver, W. C., and Pharr, G. M. (1992). “An improved technique for determining hardness and elastic modulus using load and displacement sensing indentation experiments.” J. Mater. Res., 7(6), 1564–1583.
Oliver, W. C., and Pharr, G. M. (2004). “Measurement of hardness and elastic modulus by instrumented indentation: Advances in understanding and refinements to methodology.” J. Mater. Res., 19(1), 3–20.
Pharr, G. M., Harding, D. S., and Oliver, W. C. (1993). “Measurement of fracture toughness in thin films and small volumes using nanoindentation methods.” M. Nastasi, D. M. Parkin, and H. Gleiter, eds., Mechanical properties and deformation behavior of materials having ultra-fine microstructures, Vol. 233, Springer, Dordrecht, Netherlands, 449–461.
Quinn, G. D., and Bradt, R. C. (2007). “On the Vickers indentation fracture toughness test.” J. Am. Ceram. Soc., 90(3), 673–680.
Shaikh, F. U. A., Supit, S. W. M., and Barbhuiya, S. (2017). “Microstructure and nanoscaled characterization of HVFA cement paste containing nano-SiO2 and nano-CaCO3.” J. Mater. Civ. Eng., 04017063.
Sneddon, I. N. (1965). “The relation between load and penetration in the axisymmetric Boussinesq problem for a punch of arbitrary profile.” Int. J. Eng. Sci., 3(1), 47–57.
Snoeck, D., et al. (2014). “The influence of different drying techniques on the water sorption properties of cement-based materials.” Cem. Concr. Res., 64, 54–62.
Soliman, E. M., Aboubakr, S. H., and Taha, M. M. R. (2017). “Estimating fracture toughness of C─ S─ H using nanoindentation and the extended finite element method.” Int. J. Adv. Eng. Sci. Appl. Math., 9(3), 154–168.
Sorelli, L., Constantinides, G., Ulm, F. J., and Toutlemonde, F. (2008). “The nanomechanical signature of ultra high performance concrete by statistical nanoindentation techniques.” Cem. Concr. Res., 38(12), 1447–1456.
Stilwell, N. A., and Tabor, D. (1961). “Elastic recovery of conical indentations.” Proc. Phys. Soc., 78(2), 169–179.
Taha, M. R., Soliman, E., Sheyka, M., Reinhardt, A., and Al-Haik, M. (2010). “Fracture toughness of hydrated cement paste using nanoindentation.” Proc., FRAMCOS-3, Korea Concrete Institute, Seoul.
Ulm, F. J., Vandamme, M., Jennings, H. M., Vanzo, J., and Bentivegna, M. (2010). “Does microstructure matter for statistical nanoindentation techniques?” Cem. Concr. Compos., 32(1), 92–99.
Wei, Y., Liang, S., and Gao, X. (2017). “Indentation creep of cementitious materials: Experimental investigation from nano to micro length scales.” Constr. Build. Mater., 143, 222–233.
Xu, S., and Reinhardt, H. W. (1999). “Determination of double-K criterion for crack propagation in quasi-brittle fracture. I: Experimental investigation of crack propagation.” Int. J. Fracture., 98(2), 111–149.
Zeng, Q., Feng, Y., and Xu, S. (2017). “A discussion of ‘Application of nano-indentation methods to estimate nanoscale mechanical properties of shale reservoir rocks’ by K. Liu, M. Osatadhassan and B. Bubach.” J. Nat. Gas Sci. Eng., 42, 187–189.
Zhang, Y., Liu, Q. T., van de Ven, M. F. C., Molenaar, A. A. A., and Wu, S. P. (2015). “Identification of rejuvenators on porous-asphalt concrete using optical microscopy and nanoindentation technology.” J. Mater. Civ. Eng., C4014008.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 6June 2018

History

Received: Aug 1, 2017
Accepted: Dec 7, 2017
Published online: Apr 10, 2018
Published in print: Jun 1, 2018
Discussion open until: Sep 10, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Shilang Xu, Ph.D.
Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China.
Ying Feng
Graduate Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China.
Jiahan Liu
Graduate Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China.
Qiang Zeng, Ph.D. [email protected]
Associate Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China (corresponding author). E-mail: [email protected]
Yu Peng
Assistant Engineer, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share