Technical Papers
Jan 27, 2021

Isothermal Calorimetry and Compressive Strength Tests of Mortar Specimens for Determination of Apparent Activation Energy

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 4

Abstract

The hydration process of cementitious materials involves a thermally activated reaction that depends on the composition of the mixture and the curing temperature. The main parameter affecting the temperature variation of cast-in-place concrete is the apparent activation energy, which can be used for the efficient prediction of the temperature evolution and maturity index of hardening concrete. This paper discusses two methods to determine the activation energy of mortar specimens, whose mixture proportions are based on standards. The first approach is based on isothermal calorimetry measurements, and the second involves compression tests of mortar samples stored under four different temperature conditions. Mortar mixtures with ordinary portland cement and two rates of cement substitution with siliceous fly ash (10% and 20%) are investigated. The values of the activation energy obtained using the two approaches are compared. Finally, the effectiveness of different tests in determining the activation energy, and thus, maturity index is highlighted.

Get full access to this article

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

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

References

Ambroziak, A., E. Haustein, and J. Kondrat. 2019. “Chemical and mechanical properties of 70-year-old concrete.” J. Mater. Civ. Eng. 31 (8): 04019159. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002840.
ASTM. 2016. Standard test method for compressive strength of hydraulic cement mortars [Using 2-in. or (50-mm) cube specimens]. ASTM C109/C109M. West Conshohocken, PA: ASTM.
ASTM. 2017a. Standard practice for measuring hydration kinetics of hydraulic cementitious mixtures using isothermal calorimetry. ASTM C1679. West Conshohocken, PA: ASTM.
ASTM. 2017b. Standard test method for measurement of heat of hydration of hydraulic cementitious materials using isothermal conduction calorimetry. ASTM C1702. West Conshohocken, PA: ASTM.
ASTM. 2019a. Standard practice for estimating concrete strength by the maturity method. ASTM C1074. West Conshohocken, PA: ASTM.
ASTM. 2019b. Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. ASTM C618. West Conshohocken, PA: ASTM.
Azenha, M. 2009. “Numerical simulation of the structural behaviour of concrete since its early ages.” Ph.D. thesis, Faculty of Engineering, Univ. of Porto.
Azenha, M., C. Sousa, R. Faria, and A. Neves. 2011. “Thermo–hygro–mechanical modelling of self-induced stresses during the service life of RC structures.” Eng. Struct. 33 (Dec): 3442–3453. https://doi.org/10.1016/j.engstruct.2011.07.008.
Brooks, A. G., A. K. Schindler, and R. W. Barnes. 2007. “Maturity method evaluated for various cementitious materials.” J. Mater. Civ. Eng. 19 (12): 1017–1025. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:12(1017).
CEN (European Committee for Standardization). 2000. Cement—Part 1: Compositions, specifications ad conformity criteria for common cements. EN 197-1. Brussels, Belgium: CEN.
Cervera, M., R. Faria, J. Oliver, and T. Prato. 2002. “Numerical modelling of concrete curing, regarding hydration and temperature phenomena.” Comput. Struct. 80 (18–19): 1511–1521. https://doi.org/10.1016/S0045-7949(02)00104-9.
Chróścielewski, J., A. Mariak, A. Sabik, B. Meronk, and K. Wilde. 2016. “Monitoring of concrete curing in extradosed bridge supported by numerical simulation.” Adv. Sci. Technol. Res. J. 10 (32): 254–262. https://doi.org/10.12913/22998624/66186.
D’Aloia, L., and G. Chanvillard. 2002. “Determining the ‘apparent’ activation energy of concrete: Ea—numerical simulations of the heat of hydration of cement.” Cem. Concr. Res. 32 (8): 1277–1289. https://doi.org/10.1016/S0008-8846(02)00791-3.
Deschner, F., F. Winnefeld, and B. Lothenbach. 2012. “Hydration of a Portland cement with high replacement by siliceous fly ash.” Cem. Concr. Res. 42 (10): 1389–1400. https://doi.org/10.1016/j.cemconres.2012.06.009.
Feng, J., J. Sun, and P. Yan. 2018. “The influence of ground fly ash on cement hydration and mechanical property of mortar.” Adv. Civ. Eng. 2018: 1–7. https://doi.org/10.1155/2018/4023178.
Freiesleben Hansen, P., and E. J. Pedersen. 1985. “Curing of concrete structures.” In Draft DEB—Guide to durable concrete structures. Lausanne, Switzerland: Comité Euro-International du Béton.
Haustein, E., and A. Kuryłowicz-Cudowska. 2020. “The effect of fly ash microspheres on the pore structure of concrete.” Minerals 10 (1): 58. https://doi.org/10.3390/min10010058.
Jonasson, J. E., P. Groth, and H. Hedlund. 1994. “Modeling of temperature and moisture field in concrete to study early age movements as a basis for stress analysis.” In Proc., Int. Symp. Thermal Cracking in Concrete at Early Ages, 45–52. Munich, Germany: RILEM.
Kada-Benameur, H., E. Wirquin, and B. Duthoit. 2000. “Determination of apparent activation energy of concrete by isothermal calorimetry.” Cem. Concr. Res. 30 (2): 301–305. https://doi.org/10.1016/S0008-8846(99)00250-1.
Kim, J.-K., S. H. Han, and Y. C. Song. 2002. “Effect of temperature and aging on the mechanical properties of concrete. Part I: Experimental results.” Cem. Concr. Res. 32 (7): 1087–1094. https://doi.org/10.1016/S0008-8846(02)00744-5.
Kjellsen, K. O., and R. J. Detwiler. 1993. “Later-age strength prediction by a modified maturity model.” ACI Mater. J. 90 (3): 220–227.
Kleinhans, U., C. Wieland, F. J. Frandsen, and H. Spliethoff. 2018. “Ash formation and deposition in coal and biomass fired combustion systems: Progress and challenges in the field of ash particle sticking and rebound behavior.” Prog. Energy Combust. Sci. 68 (Sep): 65–168. https://doi.org/10.1016/j.pecs.2018.02.001.
Klemczak, B., and M. Batog. 2016. “Heat of hydration of low-clinker cements. Part I: Semi-adiabatic and isothermal tests at different temperature.” J. Therm. Anal. Calorim. 123 (2): 1351–1360. https://doi.org/10.1007/s10973-015-4782-y.
Kurpinska, M., B. Grzyl, M. Pszczola, and A. Kristowski. 2019. “The application of granulated expanded glass aggregate with cement grout as an alternative solution for sub-grade and frost-protection sub-base layer in road construction.” Materials 12 (21): 3528. https://doi.org/10.3390/ma12213528.
Kurpinska, M., and L. Kułak. 2019. “Predicting performance of lightweight concrete with granulated expanded glass and ash aggregate by means of using artificial neural networks.” Materials 12 (12): 2002. https://doi.org/10.3390/ma12122002.
Kuryłowicz-Cudowska, A. 2019. “Determination of thermophysical parameters involved in the numerical model to predict the temperature field of cast-in-place concrete bridge deck.” Materials 12 (19): 3089. https://doi.org/10.3390/ma12193089.
Kuryłowicz-Cudowska, A., K. Wilde, and J. Chróścielewski. 2020. “Prediction of cast-in-place concrete strength of the extradosed bridge deck based on temperature monitoring and numerical simulations.” Constr. Build. Mater. 254 (Sep): 11924. https://doi.org/10.1016/j.conbuildmat.2020.119224.
Mariak, A., J. Chróścielewski, and K. Wilde. 2017. “Numerical simulation of hardening of concrete plate.” In Proc., 11th Int. Conf. on Shell Structures: Theory and Applications. London: Taylor and Francis Group.
Mariak, A., M. Kurpińska, and K. Wilde. 2018. “Maturity curve for estimating the in-place strength of high performance concrete.” In Vol. 262 of Proc., MATEC Web Conf., 06007. Les Ulis, France: EDP Sciences. https://doi.org/10.1051/matecconf/201926206007.
Martinelli, E., E. A. B. Koenders, and A. Caggiano. 2013. “A numerical recipe for modelling hydration and heat flow in hardening concrete.” Cem. Concr. Compos. 40 (Jul): 48–58. https://doi.org/10.1016/j.cemconcomp.2013.04.004.
Miśkiewicz, M., D. Bruski, J. Chróścielewski, and K. Wilde. 2019. “Safety assessment of a concrete viaduct damaged by vehicle impact and an evaluation of the repair.” Eng. Fail. Anal. 106 (Dec): 104147. https://doi.org/10.1016/j.engfailanal.2019.104147.
Moghaddam, F., V. Sirivivatnanon, and K. Vessalas. 2019. “The effect of fly ash fineness on heat of hydration, microstructure, flow and compressive strength of blended cement pastes.” Case Stud. Constr. Mater. 10: e00218. https://doi.org/10.1016/j.cscm.2019.e00218.
Poole, J. L., K. A. Riding, M. C. G. Juenger, K. J. Folliard, and A. K. Schindler. 2011. “Effect of chemical admixtures on apparent activation energy of cementitious systems.” J. Mater. Civ. Eng. 23 (12): 1654–1661. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000345.
Saadoon, T., B. Gómez-Meijide, and A. Garcia. 2019. “New predictive methodology for the apparent activation energy and strength of conventional and rapid hardening concretes.” Cem. Concr. Res. 115 (Jan): 264–273. https://doi.org/10.1016/j.cemconres.2018.10.020.
Schindler, A. K. 2004. “Effect of temperature on hydration of cementitious materials.” ACI Mater. J. 101 (1): 72–81.
Snelson, D. G., S. Wild, and M. O’Farrell. 2008. “Heat of hydration of Portland cement–metakaolin–fly ash (PC–MK–PFA) blends.” Cem. Concr. Res. 38 (6): 832–840. https://doi.org/10.1016/j.cemconres.2008.01.004.
Soutsos, M. N., G. Turu’allo, K. Owens, J. Kwasny, S. J. Barnett, and P. A. M. Basheer. 2013. “Maturity testing of lightweight self-compacting and vibrated concretes.” Constr. Build. Mater. 47 (Oct): 118–125. https://doi.org/10.1016/j.conbuildmat.2013.04.045.
Vu, D.-H., H.-B. Bui, B. Kalantar, X.-N. Bui, D.-A. Nguyen, Q.-T. Le, N.-H. Do, and H. Nguyen. 2019. “Composition and morphology characteristics of magnetic fractions of coal fly ash wastes processed in high-temperature exposure in thermal power plants.” Appl. Sci. 9 (9): 1964. https://doi.org/10.3390/app9091964.
Wadsö, L. 2003. An Experimental comparison between isothermal calorimetry, semiadiabatic calorimetry and solution calorimetry for the study of cement hydration. Serravalle Scrivia, Italy: Nordtest.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 4April 2021

History

Received: Oct 28, 2019
Accepted: Aug 31, 2020
Published online: Jan 27, 2021
Published in print: Apr 1, 2021
Discussion open until: Jun 27, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Aleksandra Kuryłowicz-Cudowska, Ph.D. https://orcid.org/0000-0001-7652-2153 [email protected]
Assistant Professor, Dept. of Mechanics of Materials and Structures, Faculty of Civil and Environmental Engineering, Gdańsk Univ. of Technology, Narutowicza 11/12, 80-233 Gdańsk, Poland (corresponding author). ORCID: https://orcid.org/0000-0001-7652-2153. Email: [email protected]
Assistant Professor, Dept. of Mechanics of Materials and Structures, Faculty of Civil and Environmental Engineering, Gdańsk Univ. of Technology, Narutowicza 11/12, 80-233 Gdańsk, Poland. ORCID: https://orcid.org/0000-0002-3066-4751. Email: [email protected]

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