Technical Papers
Oct 10, 2011

Early-Age Temperature and Strain in Basement Concrete Walls: Field Monitoring and Numerical Modeling

Publication: Journal of Performance of Constructed Facilities
Volume 26, Issue 6

Abstract

Early-age cracking of base restrained concrete walls is a common problem. To provide the owner with an early warning of in-place quality problems resulting primarily as a result of thermal and shrinkage effects, it is helpful to apply monitoring and analytical techniques to examine the early-age behavior of basement concrete walls. In this paper, the temperature and strain monitoring on a basement concrete wall is conducted. Major factors that contribute to the early-age behavior of concrete walls constructed in cold weather are evaluated using analytical models along with measured field data and finite-element modeling. The results show that the monitoring process eliminated much of the guesswork frequently associated with basement concrete walls constructed in cold weather. Temperature varies laterally within the wall. The strain remains unchanged after six days with formwork removal. And the numerical predictions for strains and temperature are in agreement with the measured results, during both the cooling and the heating phases. This analytical method can be applied to newly constructed basement walls because they are often built several weeks after the slab foundation.

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Acknowledgments

Support for this study is provided by grants from the Six Talent Peak Project of Jiangsu Province (07-F-012) and Research Program of Building Industry of Jiangsu Province (JG2007-05), which are appreciated.

References

Aitcin, P. C. (2003). “The durability of characteristics of high performance concrete: A review.” Cem. Concr. Compos., 28(4-5), 196–204.
American Concrete Institute (ACI). (1995). “Effect of restraint, volume change, and reinforcement on cracking of mass concrete.” ACI 207.2R-95, Farmington Hills, MI, 29.
American Concrete Institute (ACI). (1997). “Prediction of creep, shrinkage, and temperature effects in concrete structures.” ACI 207.2R-97, Farmington Hills, MI, 40.
Anson, M., and Rowlinson, P. M. (1988). “Early-age strain and temperature measurements in concrete tank walls.” Mag. Concrete Res., 40(145), 216–226.
Azenha, M., and Faria, R. (2008). “Temperatures and stresses due to cement hydration on the R/C foundation of a wind tower—A case study.” Eng. Struct., 30(9), 2392–2400.
Bae, S.-W., and Belari, A. (2009). “Effect of corrosion of steel reinforcement on RC columns wrapped with FRP sheets.” J. Perform. Constr. Facil., 23(1), 20–31.
Bažant, Z. P., and Murphy, W. P. (1995). “Creep and shrinkage prediction model for analysis and design of concrete structures—Model B3.” Mater. Struct., 28(6), 357–365.
Bentz, D. P. (2008). “A review of early-age properties of cement-based materials.” Cem. Concr. Res., 38(2), 196–204.
Broda, M., Wirquin, E., and Duthoit, B. (2002). “Conception of an isothermal calorimeter for concrete—Determination of the apparent activation energy.” Mater. Struct., 35(7), 389–394.
Carlson, R. W., and Reading, T. J. (1988). “Model study of shrinkage cracking in concrete building walls.” ACI Struct. J., 85(4), 395–404.
Chen, D.-H., Hong, F., and Zhou, F. (2011). “Premature cracking from cement-treated base and treatment to mitigate its effect.” J. Perform. Constr. Facil., 25(2), 113–120.
Chen, D.-H., and Moon, W. (2007). “Field investigation of cracking on concrete pavements.” J. Perform. Constr. Facil., 21(6), 450–458.
Chen, D.-H., Scullion, T., Lee, T.-C., and Bilyeu, J. (2008). “Results from a forensic investigation of a failed cement treated base.” J. Perform. Constr. Facil., 22(3), 143–153.
Cusson, D., and Mailvaganam, N. P. (1999). “Monitoring and evaluation techniques for corrosion inhibiting systems in reconstructed bridge barrier walls.” Concr. Int., 21(8), 41–47.
Cusson, D., and Qian, S. Y. (2009). “Ten-year field evaluation of corrosion-inhibiting systems in concrete bridge barrier walls.” ACI Mater. J., 106(3), 291–300.
Cusson, D., and Repette, W. L. (2000). “Early-age cracking in reconstructed concrete bridge barrier wall.” ACI Mater. J., 97(4), 438–446.
D’Aloia, L. D., and Chanvillard, G. (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.
De Schutter, G., and Taerwe, L. (1995). “General hydration model for Portland cement and blast furnace slag cement.” Cem. Concr. Res., 25(3), 593–604.
Dunham, M. R., Rush, A. S., and Hanson, J. H. (2007). “Effects of induced vibrations on early age concrete.” J. Perform. Constr. Facil., 21(3), 179–184.
Emborg, M., and Bernander, S. (1994). “Assessment of risk of thermal cracking in hardening concrete.” J. Struct. Eng., 120(10), 2893–2912.
Evans, E. P., and Hughes, B. P. (1968). “Shrinkage and thermal cracking in a reinforced concrete retaining wall.” Proc.- Inst. Civ. Eng., 39(1), 111–125.
Gardner, N. J., and Lockman, M. J. (2001). “Design provisions for drying shrinkage and creep of normal-strength concrete.” ACI Mater. J., 98(2), 159–167.
Gribniak, V., Kaklauskas, G., and Bacinskas, D. (2008). “Shrinkage in reinforced concrete structures: A computational aspect.” J. Civ. Eng. Manage., 14(1), 49–60.
Goel, R., Kumar, R., and Paul, D. K. (2007). “Comparative study of various creep and shrinkage prediction models for concrete.” J. Mater. Civ. Eng., 19(3), 249–260.
Howells, R. W., Lark, R. J., and Barr, B. I. G. (2005). “A sensitivity study of parameters used in shrinkage and creep predictions models.” Mag. Concr. Res., 57(10), 589–602.
Huang, C.-X. (1999). “The three dimensional modeling of thermal cracks in concrete structure.” Mater. Struct., 32(9), 673–678.
Huang, Y. H. (2010). “Artificial neural network model of bridge deterioration.” J. Perform. Constr. Facil., 24(6), 597–602.
Jang, W., and Skibniewski, M. J. (2008). “A wireless network system automated tracking of construction materials on project sites.” J. Civ. Eng. Manage., 14(1), 11–19.
Jeon, S.-J. (2008). “Advanced assessment of cracking due to heat of hydration and internal restraint.” ACI Mater. J., 105(4), 325–333.
Johnson, G. L., Farrell, C. W., and Hover, K. C. (1996). “In-place temperature recording for the Carl A. Korch Library Project.” Concr. Int., 18(11), 51–57.
Kada, H., Lachemi, M., Petrov, N., Bonneau, O., and Aitcin, P.-C. (2002). “Determination of the coefficient of thermal expansion of high performance concrete from initial setting.” Mater. Struct., 35(1), 35–41.
Khan, A. A., Cook, W. D., and Mitcell, D. (1998). “Thermal properties and transient thermal analysis of structural members during hydration.” ACI Mater. J., 95(3), 293–302.
Kheder, G. F. (1997a). “A new look at the control of volume change cracking of base restrained concrete walls.” ACI Struct. J., 94(3), 262–271.
Kheder, G. F. (1997b). “A mathematical model for the prediction of volume change cracking in end-restrained concrete members.” Mater. Struct., 30(3), 174–181.
Kheder, G. F., Al-Rawi, R. S., and Al-Dhahi, J. K. (1994). “A study of the behaviour of volume change cracking in base restrained concrete wall.” Mater. Struct., 27(7), 383–392.
Kianoush, M. R., Acarcan, M., and Ziari, A. (2008). “Behaviour of base restrained reinforced concrete walls under volumetric change.” Eng. Struct., 30(6), 1526–1534.
Kim, J., Lee, H., Jahren, C. T., Heitzman, M., and Chen, D. (2010). “Long-term field performance of cold in-place recycled roads in Iowa.” J. Perform. Constr. Facil., 24(3), 265–274.
Kwak, H. G., and Ha, S. J. (2006). “Non-structural cracking in RC walls: Part II. Quantitative prediction model.” Cem. Concr. Res., 36(4), 761–775.
Kwak, H. G., Ha, S. J., and Kim, J. K. (2006). “Non-structural cracking in RC walls: Part I. Finite element formulation.” Cem. Concr. Res., 36(4), 749–760.
Li, K., Ju, Y., Han, J., and Zhou, C. (2009). “Early-age stress analysis of a concrete diaphragm wall through tensile creep modeling.” Mater. Struct., 42(7), 923–935.
Lin, F., and Meyer, C. (2009). “Hydration kinetics modeling of portland cement considering the effects of curing temperature and applied pressure.” Cem. Concr. Res., 39(4), 255–265.
Ma, C. C., and Wu, J. T. H. (2004). “Field performance of an independent full-height facing reinforced wall.” J. Perform. Constr. Facil., 18(3), 165–172.
Meinhard, K., and Lackner, R. (2008). “Multi-phase hydration model for prediction of hydration-heat release of blended cements.” Cem. Concr. Res., 38(6), 794–802.
Miao, B., Chaallal, O., Pettraton, D., and Aitcin, P. C. (1993). “On-site early-age monitoring of high-performance concrete columns.” ACI Mater. J., 90(5), 415–420.
Moradi-Marani, F., Shekarchi, M., Dousti, A., and Mobasher, B. (2010). “Investigation of corrosion damage and repair system in a concrete jetty structure.” J. Perform. Constr. Facil., 24(4), 294–301.
Nagy, A. (1997). “Simulation of thermal stress in reinforced concrete at early ages with a simplified model.” Mater. Struct., 30(3), 167–173.
Pane, I., and Hansen, W. (2002). “Concrete hydration and mechanical properties under nonisothermal conditions.” ACI Mater. J., 99(6), 534–542.
Pettersson, D., and Thelandersson, S. (2001a). “Crack development in concrete structures due to imposed strains—Part 1: Modeling.” Mater. Struct., 34(1), 7–13.
Pettersson, D., and Thelandersson, S. (2001b). “Crack development in concrete structures due to imposed strains—Part II: Parametric study of a wall fully restrained at the base.” Mater. Struct., 34(1), 14–20.
Schindler, A. K. (2004). “Effect of temperature on hydration of cementitious materials.” ACI Mater. J., 101(1), 72–81.
Sellevold, E. J., and Bjontegaard, O. (2006). “Coefficient of thermal expansion of cement paste and concrete: Mechanisms of moisture interaction.” Mater. Struct., 39(9), 809–815.
Setareh, M. (2010). “Vibration serviceability of a building floor structure. II: Vibration evaluation and assessment.” J. Perform. Constr. Facil., 24(6), 508–518.
Standardization Administration of China (SAC). (2007). “Standard specifications for common portland cement.” GB175, Beijing.
Tazawa, E., and Miyazawa, S. (1997). “Influence of curing conditions on autogenous shrinkage of concrete.” Proc., Int. Conf. on Engineering Materials, Japan Society of Civil Engineers, Tokyo, 373–384.
Thelandersson, S., Alemo, J., and Nagy, A. (1998). “Cracking of concrete structures due to imposed strains with regard to design of reinforcement.” Mater. Struct., 31(7), 442–450.
Thurston, S. J., Priestley, M. J. N., and Cdoke, N. (1980). “Thermal analysis of thick concrete sections.” ACI J., 77(5), 347–357.
Ulm, F. J., and Coussy, O. (1998). “Couplings in early-age concrete: From material modeling to structural design.” Int. J. Solids Struct., 35(31-32), 4295–4311.
Wu, S., Huang, D., Lin, B., Zhao, H., and Wang, P. (2011). “Estimation of cracking risk of concrete at early age based on thermal stress analysis.” J. Therm. Anal. Calorim., 105(1), 171–186.
Xiang, Y., Zhang, Z., He, S., and Dong, G. (2005). “Thermal-mechanical analysis of a newly cast concrete wall of a subway structure.” Tunn. Undergr. Space Technol., 20(5), 442–451.
Zhou, J., Chen, X., Zhang, J., and And Wang, Y. (2011). “Internal relative humidity distribution in concrete considering self-desiccation at early ages.” Int. J. Phys. Sci., 6(7), 1604–1610.
Zollo, R. F. (1997). “Fiber-reinforced concrete: an overview after 30 years of development.” Cem. Concr. Compos., 19(2), 107–122.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 26Issue 6December 2012
Pages: 754 - 765

History

Received: Feb 17, 2011
Accepted: Oct 7, 2011
Published online: Oct 10, 2011
Published in print: Dec 1, 2012

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Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing, Jiangsu 210098, P.R. China. E-mail: [email protected]
Xudong Chen [email protected]
Ph.D. Student, College of Civil and Transportation Engineering, Hohai Univ., Nanjing, Jiangsu 210098, P.R. China (corresponding author). E-mail: [email protected]
Former Graduate Student, College of Civil and Transportation Engineering, Hohai Univ., Nanjing, Jiangsu 210098, P.R. China. E-mail: [email protected]

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