Technical Papers
Dec 21, 2019

Data-Based Modeling of Early-Age Concrete Mechanical Behavior for Structural Calculation

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 3

Abstract

When considering the early-age behavior of massive concrete structures, it is important to accurately reproduce the evolutions of the mechanical properties and their evolutions as a function of the hydration state. In this paper, we propose a method based on data gathered in an extensive experimental campaign to estimate the mechanical properties of concrete depending on its degree of hydration. Once the constitutive equations of elastic, creep, and early age strain properties are clearly defined, these properties are successively calibrated as functions of the degree of hydration. They are next integrated into a mechanical structural calculation for validation. Numerical results are compared to experimental data obtained on a realistic massive structure built especially for this study. First simulations have provided a mechanical response close to experimental data, thereby validating the consistency of both an overall modeling procedure and input dataset.

Get full access to this article

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

Acknowledgments

This present work has been performed as part of the project on disposal of LILW-SL that is carried out by ONDRAF·NIRAS, the Belgian Agency for Radioactive Waste and Enriched Fissile Materials. The suggestions by and the discussions with R. Gens, W. Bastiaens, and E. Coppens (ONDRAF·NIRAS) were greatly appreciated.

References

Bažant, Z. P., A. B. Hauggaard, S. Baweja, and F.-J. Ulm. 1997. “Microprestress-solidification theory for concrete creep. I: Aging and drying effects.” J. Eng. Mech. 123 (11): 1188–1194. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:11(1188).
Benboudjema, F., and J. Torrenti. 2008. “Early-age behaviour of concrete nuclear containments.” Nucl. Eng. Des. 238 (10): 2495–2506. https://doi.org/10.1016/j.nucengdes.2008.04.009.
Briffaut, M., F. Benboudjema, J. Torrenti, and G. Nahas. 2011. “Numerical analysis of the thermal active restrained shrinkage ring test to study the early age behavior of massive concrete structures.” Eng. Struct. 33 (4): 1390–1401. https://doi.org/10.1016/j.engstruct.2010.12.044.
Briffaut, M., F. Benboudjema, J.-M. Torrenti, and G. Nahas. 2012. “Effects of early-age thermal behaviour on damage risks in massive concrete structures.” Eur. J. Environ. Civ. Eng. 16 (5): 589–605. https://doi.org/10.1080/19648189.2012.668016.
Brooks, J. J. 2005. “30-year creep and shrinkage of concrete.” Mag. Concr. Res. 57 (9): 545–556. https://doi.org/10.1680/macr.2005.57.9.545.
Buffo-Lacarrière, L., A. Sellier, A. Turatsinze, and G. Escadeillas. 2011. “Finite element modelling of hardening concrete: Application to the prediction of early age cracking for massive reinforced structures.” Mater. Struct. 44 (10): 1821–1835. https://doi.org/10.1617/s11527-011-9740-y.
Cervera, M., J. Oliver, and T. Prato. 1999. “Thermo-chemo-mechanical model for concrete. I: Hydration and aging.” J. Eng. Mech. 125 (9): 1018–1027. https://doi.org/10.1061/(ASCE)0733-9399(1999)125:9(1018).
Craeye, B., G. De Schutter, H. Van Humbeeck, and A. Van Cotthem. 2009. “Early age behaviour of concrete supercontainers for radioactive waste disposal.” Nucl. Eng. Des. 239 (1): 23–35. https://doi.org/10.1016/j.nucengdes.2008.10.006.
De Schutter, G. 1999. “Degree of hydration based Kelvin model for the basic creep of early age concrete.” Mater. Struct. 32 (4): 260. https://doi.org/10.1007/BF02479595.
De Schutter, G. 2002. “Finite element simulation of thermal cracking in massive hardening concrete elements using degree of hydration based material laws.” Comput. Struct. 80 (27–30): 2035–2042. https://doi.org/10.1016/S0045-7949(02)00270-5.
De Schutter, G., and L. Taerwe. 1995. “General hydration model for portland cement and blast furnace slag cement.” Cem. Concr. Res. 25 (3): 593–604. https://doi.org/10.1016/0008-8846(95)00048-H.
De Schutter, G., and L. Taerwe. 1996. “Degree of hydration-based description of mechanical properties of early age concrete.” Mater. Struct. 29 (6): 335. https://doi.org/10.1007/BF02486341.
De Schutter, G., and L. Taerwe. 1997. “Fracture energy of concrete at early ages.” Mater. Struct. 30 (2): 67. https://doi.org/10.1007/BF02486306.
French Alternative Energies and Atomic Energy Commission. 2016. Cast3M finite element code. Paris: Université Paris-Saclay.
Gawin, D., F. Pesavento, and B. A. Schrefler. 2006. “Hygro-thermo-chemo-mechanical modelling of concrete at early ages and beyond. Part II: Shrinkage and creep of concrete.” Int. J. Numer. Methods Eng. 67 (3): 332–363. https://doi.org/10.1002/nme.1636.
Hilaire, A., F. Benboudjema, A. Darquennes, Y. Berthaud, and G. Nahas. 2014. “Modeling basic creep in concrete at early-age under compressive and tensile loading.” Nucl. Eng. Des. 269 (Apr): 222–230. https://doi.org/10.1016/j.nucengdes.2013.08.034.
Honorio, T. 2015. Modelling concrete behaviour at early-age: Multiscale analysis and simulation of a massive disposal structure. Cachan, France: Ecole normale supérieure.
Honorio, T., B. Bary, and F. Benboudjema. 2014. “Evaluation of the contribution of boundary and initial conditions in the chemo-thermal analysis of a massive concrete structure.” Eng. Struct. 80 (Dec): 173–188. https://doi.org/10.1016/j.engstruct.2014.08.050.
Honorio, T., B. Bary, and F. Benboudjema. 2016. “Factors affecting the thermo-chemo-mechanical behaviour of massive concrete structures at early-age.” Mater. Struct. 49 (8): 3055–3073. https://doi.org/10.1617/s11527-015-0704-5.
Li, H., J. Liu, Y. Wang, T. Yao, Q. Tian, and S. Li. 2015. “Deformation and cracking modeling for early-age sidewall concrete based on the multi-field coupling mechanism.” Constr. Build. Mater. 88 (Jul): 84–93. https://doi.org/10.1016/j.conbuildmat.2015.03.005.
Lura, P., O. M. Jensen. 2007. “Measuring techniques for autogenous strain of cement paste.” Mater. Struct. 40 (4): 431–440.
Mazzotti, C., and M. Savoia. 2003. “Nonlinear creep damage model for concrete under uniaxial compression.” J. Eng. Mech. 129 (9): 1065–1075. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:9(1065).
Mounanga, P., V. Baroghel-Bouny, A. Loukili, and A. Khelidj. 2006. “Autogenous deformations of cement pastes: Part I. Temperature effects at early age and micro–macro correlations.” Cem. Concr. Res. 36 (1): 110–122. https://doi.org/10.1016/j.cemconres.2004.10.019.
Oluokun, F. A., E. G. Burdette, and J. H. Deatherage. 1991. “Elastic modulus, Poisson’s ratio, and compressive strength relationships at early ages.” Mater. J. 88 (1): 3–10. https://doi.org/10.14359/2303.
Parrott, L. J., M. Geiker, W. A. Gutteridge, and D. Killoh. 1990. “Monitoring portland cement hydration: Comparison of methods.” Cem. Concr. Res. 20 (6): 919–926. https://doi.org/10.1016/0008-8846(90)90054-2.
Paulini, P. 1992. “A weighing method for cement hydration.” In Vol. 4 of Proc., 9th Int. Congress on the Chemistry of Cement. New Delhi, India: National Council for Cement and Building Materials.
RILEM TC 42-CEA. 1981. “Properties of set concrete at early ages—State-of-the-art report.” Mater. Struc. 14 (84): 399–401.
Rostasy, F. S., A. Gutsch, and M. Laube. 1993. “Creep and relaxation of concrete at early ages-experiments and mathematical modeling.” In Proc., RILEM, 453–453. London: Chapman and Hall.
Rostasy, F. S., and M. Laube. 1991. “Experimental and analytical planning tools to minimize thermal cracking of young concrete.” In Proc., Int. RILEM Symp. on Test During Concrete Construction, 207–223. London: Chapman and Hall.
Sellevold, E. J., and Ø. Bjøntegaard. 2006. “Coefficient of thermal expansion of cement paste and concrete: Mechanisms of moisture interaction.” Mater. Struct. 39 (9): 809–815. https://doi.org/10.1617/s11527-006-9086-z.
Switek-Rey, A., E. Denarié, and E. Brühwiler. 2016. “Early age creep and relaxation of UHPFRC under low to high tensile stresses.” Cem. Concr. Res. 83 (May): 57–69. https://doi.org/10.1016/j.cemconres.2016.01.005.
Truman, K. Z., D. J. Petruska, and C. D. Norman. 1991. “Creep, shrinkage, and thermal effects on mass concrete structure.” J. Eng. Mech. 117 (6): 1274–1288. https://doi.org/10.1061/(ASCE)0733-9399(1991)117:6(1274).
Tschoegl, N. W. 2012. The phenomenological theory of linear viscoelastic behavior: An introduction. New York: Springer.
Ulm, F.-J., and O. Coussy. 1998. “Couplings in early-age concrete: From material modeling to structural design.” Int. J. Solids Struct. 35 (31): 4295–4311. https://doi.org/10.1016/S0020-7683(97)00317-X.
Van Breugel, K. 1980. Relaxation of young concrete. Delft, Netherlands: Delft Univ. of Technology.
Zreiki, J., F. Bouchelaghem, and M. Chaouche. 2010. “Early-age behaviour of concrete in massive structures, experimentation and modelling.” Nucl. Eng. Des. 240 (10): 2643–2654. https://doi.org/10.1016/j.nucengdes.2010.07.010.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 3March 2020

History

Received: Feb 15, 2018
Accepted: Jun 12, 2019
Published online: Dec 21, 2019
Published in print: Mar 1, 2020
Discussion open until: May 21, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Research Engineer, Den-Service d’Etude du Comportement des Radionucléides, Le Commissariat à l’Énergie Atomique et aux Énergies Alternatives, Université Paris-Saclay, Gif-sur-Yvette F-91191, France (corresponding author). ORCID: https://orcid.org/0000-0002-1145-9162. Email: [email protected]
Research Engineer, Den-Service d’Etude du Comportement des Radionucléides, Le Commissariat à l’Énergie Atomique et aux Énergies Alternatives, Université Paris-Saclay, Gif-sur-Yvette F-91191, France. ORCID: https://orcid.org/0000-0001-6432-5427. Email: [email protected]
Research Engineer, Den-Service d’Etude du Comportement des Radionucléides, Le Commissariat à l’Énergie Atomique et aux Énergies Alternatives, Université Paris-Saclay, Gif-sur-Yvette F-91191, France. Email: [email protected]
Research Engineer, Den-Service d’Etude du Comportement des Radionucléides, Le Commissariat à l’Énergie Atomique et aux Énergies Alternatives, Université Paris-Saclay, Gif-sur-Yvette F-91191, France. Email: [email protected]
Research Engineer, Den-Service d’Etude du Comportement des Radionucléides, Le Commissariat à l’Énergie Atomique et aux Énergies Alternatives, Université Paris-Saclay, Gif-sur-Yvette F-91191, France. 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