Cracking in Concrete Water Tank due to Restrained Shrinkage and Heat of Hydration: Field Investigations and 3D Finite Element Simulation
Publication: Journal of Performance of Constructed Facilities
Volume 34, Issue 1
Abstract
Concrete water tanks have a stringent serviceability requirement in terms of limiting crack widths. Excessive cracks or cracks running across the full depth of these tanks could result in loss of serviceability from leakage and affect their integrity. This scenario is particularly true for liquid retaining structures, such as water tanks. In this paper, following a field inspection that revealed considerable cracking in the walls of a water tank constructed in the arid Arabian Gulf environment, a diagnostic investigation was carried out on the water tank, which was in plan and 3.6 m in height. Field inspection and assessment, laboratory investigation, and a three-dimensional (3D) finite element simulation of the water tank structure was carried out to investigate the causes of the cracking. A repair strategy was implemented, and its performance was assessed. The heat of hydration characteristics of the concrete mix used was obtained using a semi adiabatic calorimeter. The heat of hydration, free shrinkage strain, mechanical properties of the concrete, and the ambient conditions at the time of construction were used in a three-dimensional (3D) finite element simulation model. Tensile stresses resulting from restrained temperature and shrinkage strains exceeded the tensile stress capacity, resulting in cracks in the tank walls. A repair strategy was proposed and implemented to restore the functionality of the tank. Based on the diagnostic methodology proposed in this paper, guidelines have been suggested that address the mitigation of the risk of cracking attributable to thermal and shrinkage stresses in the harsh and arid environment in the Arabian Gulf.
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Acknowledgments
The financial support provided by the Deanship of Scientific Research, King Fahd University of Petroleum and Minerals (KFUPM) under research grant RG 1222 is acknowledged. The support provided by the Center for Engineering Research at the Research Institute, the Department of Civil and Environmental Engineering at KFUPM, and the Civil Engineering Department, Unayzah Engineering College, Qassim University is also acknowledged.
References
ACI (American Concrete Institute). 1995. Effect of restraint, volume change, and reinforcement of cracking of mass concrete. ACI 207.2R. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 1998. Cooling and insulating system for mass concrete. ACI 207.4R-80. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2001a. Code requirements for environmental engineering concrete structure. ACI 350M, ACI 350RM. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2001b. Control of cracking in concrete structures. ACI 224R. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2004. Manual of concrete practice part I. ACI 207.IR-87. Farmington Hills, MI: ACI.
Alexander, M. G. 1996. “Aggregates and the deformation properties of concrete.” ACI Mater. J. 93 (6): 569–577.
Al Rawi, R. S., and G. F. Kheder. 1990. “Control of cracking due to volume change in base-restrained concrete members.” ACI Struct. J. 87 (4): 397–405.
Andrés, I., B. Jan, C. Antonio, and L. Pietro. 2012. “A numerical and experimental study of aggregate-induced shrinkage cracking in cementitious composites.” Cem. Concr. Res. 42 (2): 272–281. https://doi.org/10.1016/j.cemconres.2011.09.013.
Anson, M., and P. Rawlinson. 1988. “Early- age strain and temperature measurements in concrete tank walls.” Mag. Concr. Res. 40 (145): 216–226. https://doi.org/10.1680/macr.1988.40.145.216.
Ayotte, E., B. Massicotte, J. Houde, and V. Gocevski. 1997. “Modeling the thermal stresses at early ages in a concrete monolith.” Mater. J. 94 (6): 577–587.
Baetens, B., E. Schlangen, T. V. Beek, P. Roelfstra, and J. Bijan. 2002. “Computer simulation for concrete temperature control.” Concr. Int. 24 (12): 43–48.
Benboudjema, F., and J. M. 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.
Berwanger, C., and A. F. Sakar. 1976. “Thermal expansion of concrete and reinforced concrete.” ACI J. Proc. 73 (11): 618–621.
Bhadauria, S. S., and M. C. Gupta. 2006. “In-service durability performance of water tanks.” J. Perform. Constr. Facil. 20 (2): 136–145. https://doi.org/10.1061/(ASCE)0887-3828(2006)20:2(136).
Bhadauria, S. S., and M. C. Gupta. 2007. “In situ performance testing of deteriorating water tanks for durability assessment.” J. Perform. Constr. Facil. 21 (3): 234–239. https://doi.org/10.1061/(ASCE)0887-3828(2007)21:3(234).
Borst, R., and A. H. Boogaard. 1994. “Finite-element modeling of deformation and cracking in early-age concrete.” J. Eng. Mech. 120 (12): 2519–2534. https://doi.org/10.1061/(ASCE)0733-9399(1994)120:12(2519).
Carlson, R. W. 1938. “Drying shrinkage of concrete as affected by many factors.” In Vol. 38 of Proc., American Society of Testing Materials, 419–440. West Conshohocken, PA: ASTM.
Carlson, R. W., and T. J. Reading. 1988. “Model study of shrinkage cracking in concrete building walls.” ACI Struct. J. 85 (4): 395–404.
CEB-FIP (Comité européen du béton-Fédération Internationale de la Précontrainte). 1993. CEB-FIP model code 1990: Design code. London: Thomas Telford.
Cusson, D., and W. L. Repette. 2000. “Early-age cracking in reconstructed concrete bridge barrier walls.” ACI Mater. J. 97 (4): 438–446.
DIANA (Displacement Analyser). 2012. Finite element analysis user’s manual analysis examples release 9.4.3. Edited by J. Manie and W. P. Kikstra. Delft, Netherlands: TNO DIANA BV.
Edvardsen, C. 1999. “Water permeability and autogenous healing of cracks in concrete.” ACI Mater. J. 96 (4): 448–454.
Eguchi, K. A., and K. Teranishi. 2005. “Prediction equation of drying shrinkage of concrete based on composite model.” Cem. Concr. Res. 35 (3): 483–493. https://doi.org/10.1016/j.cemconres.2004.08.002.
Emborg, M., and S. Bernander. 1994. “Assessment of risk of thermal cracking in hardening concrete.” J. Struct. Eng. 120 (10): 2893–2912. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:10(2893).
Farshad, R., S. Gaurav, and W. Jason. 2008. “Interactions between shrinkage reducing admixtures (SRA) and cement paste pore solution.” Cem. Concr. Res. 38 (5): 606–615. https://doi.org/10.1016/j.cemconres.2007.12.005.
Flaga, K., and K. Furtak. 2009. “Problem of thermal and shrinkage cracking in tanks vertical walls and retaining walls near their contact with solid foundation slabs.” Archit. Civ. Eng. Environ. 2 (2): 23–30.
Gilbert, R. I. 1992. “Shrinkage cracking in fully restrained concrete members.” ACI Struct. J. 89 (2): 141–149.
Hansen, T., and K. Nielsen. 1965. “Influence of aggregate properties on concrete shrinkage.” J. Am. Concr. Inst. 62 (7): 783–794.
Hillerborg, A., M. Modeer, and P. E. Petersson. 1976. “Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements.” Cem. Concr. Res. 6 (6): 773–781. https://doi.org/10.1016/0008-8846(76)90007-7.
Hobbs, D. W. 1974. “Influence of aggregate restraint on the shrinkage of concrete.” J. Am. Concr. Inst. 71 (9): 445–450.
Holt Erika, E. 2001. Early age autogenous shrinkage of concrete: VTT publication 446. Espoo, Finland: Technical Research Centre of Finland.
Huang, C. X. 1999. “The three dimensional modeling of thermal cracks in concrete structures.” Mater. Struct. 32 (9): 673–678. https://doi.org/10.1007/BF02481705.
Kheder, G. F. 1997. “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., R. S. Al-Rawi, and J. K. Al-Dhahi. 1994. “A study of the behavior of volume change cracking in base restrained concrete walls.” Mater. Struct. 27 (7): 383–392. https://doi.org/10.1007/BF02473441.
Krauss, P. D., E. A. Rogalla, M. R. Sherman, D. B. McDonald, A. E. N. Osbom, and D. W. Pfeifer. 1995. Transverse cracking in newly constructed bridge decks. Washington, DC: National Academy Press.
Mario, C., B. Antonio, C. Silvia, and O. Jean. 2005. “Effects of shrinkage reducing admixtures in shrinkage compensating concrete under non-wet curing conditions.” Cem. Concr. Res. 27 (6): 704–708. https://doi.org/10.1016/j.cemconcomp.2004.09.020.
Mohammed, A. R., and W. Hansen. 1996. “Prediction of stresses in concrete pavements subjected to non-linear gradients.” Cem. Concr. Compos. 18 (6): 381–387.
Mokarem, D., R. Weyers, and D. Lane. 2005. “Development of a shrinkage performance specifications and prediction model analysis for supplemental cementitious material concrete mixtures.” Cem. Concr. Res. 35 (5): 918–925. https://doi.org/10.1016/j.cemconres.2004.09.013.
Nawa, T., and T. Horita. 2004. “Autogenous shrinkage of high—Performance concrete.” In Proc., Int. Workshop on Microstructure and Durability. Seoul: Korean Society of Civil Engineers.
Neville, A. M. 1976. Properties of concrete, 799. 3rd ed. London: Pitman Publishing.
Rashid, Y. R. 1968. “Ultimate strength analysis of reinforced concrete pressure vessels.” Nucl. Eng. Des. 7 (4): 334–344. https://doi.org/10.1016/0029-5493(68)90066-6.
Reinhardt, HW., and M. Joos. 2003. “Permeability and self-healing of cracked concrete as a function of temperature and crack width.” Cem. Concr. Res. 33 (7): 981–985. https://doi.org/10.1016/S0008-8846(02)01099-2.
Saeed, M. K., M. K. Rahman, and M. H. Baluch. 2016. “Early age thermal cracking of mass concrete blocks with portland cement and ground granulated blast-furnace slag.” Mag. Concr. Res. 68 (13): 647–663. https://doi.org/10.1680/jmacr.15.00044.
Sakamoto, R., Y. Nakata, and S. Otsuka. 2009. “Literature study on influence of drying shrinkage on mix proportion and coarse aggregate.” Proc. Jpn. Concr. Inst. 31 (1): 583–588.
Seruga, A., and M. Zych. 2015. “Thermal cracking of the cylindrical tank under construction. I: Case study.” J. Perform. Constr. Facil. 29 (4): 04014100. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000581.
Seruga, A., and M. Zych. 2016. “Research on thermal cracking of a rectangular RC tank wall under construction. I: Case study.” J. Perform. Constr. Facil. 30 (1): 04014198. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000704.
Shengxin, W., H. Donghui, L. Feng-Bao, Z. Haitao, and W. Panxiu. 2011. “Estimation of cracking risk of concrete at early age based on thermal stress analysis.” J. Therm. Anal. Calorim. 17 (1): 171–186.
Tanaka, H. 2009. “Influence of kind of aggregates on the drying shrinkage of concrete.” Proc. Jpn. Concr. Inst. 31 (1): 553–558.
Troxell, G. D., J. M. Raphael, and R. E. Davis. 1958. “Long-time creep and shrinkage tests of plain and reinforced concrete.” In Vol. 59 of Proc., ASTM, 1101–1120. West Conshohocken, PA: ASTM.
Yajing, B., Q. Sheng, S. Xiao, and S. Jiadong. 2017. “A new formula to estimate final temperature rise of concrete considering ultimate hydration based on equivalent age.” Constr. Build. Mater. 142: 514–520. https://doi.org/10.1016/j.conbuildmat.2017.03.116.
Zhang, W., and W. Sun. 2009. “Effect of coarse aggregate on early age autogenous shrinkage of high-performance concrete.” J. Chin. Ceram. Soc. 37 (4): 631–636.
Zhang, W., M. Zakaria, Y. Kishimoto, and Y. Hama. 2012. “Drying shrinkage and microstructure characteristics of ground granulated blast furnace slag cement mortar.” Proc. Jpn. Concr. Inst. 34 (1): 388–393.
Zhou, J., X. Chen, and J. Zhang. 2012. “Early-age temperature and strain in basement concrete walls: Field monitoring and numerical modelling.” J. Perform. Constr. Facil. 26 (6): 764–765. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000294.
Ziari, A., and M. R. Kianoush. 2009a. “Investigation of direct tension cracking and leakage in RC elements.” J. Eng. Struct. 31 (2): 466–474. https://doi.org/10.1016/j.engstruct.2008.09.011.
Ziari, A., and M. R. Kianoush. 2009b. “Investigation of flexural cracking and leakage in RC liquid containing structures.” J. Eng. Struct. 31 (5): 1056–1067. https://doi.org/10.1016/j.engstruct.2008.12.019.
Zych, M. 2015. “Thermal cracking of the cylindrical tank under construction. II: Early age cracking.” J. Perform. Constr. Facil. 29 (4): 04014101. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000577.
Zych, M. 2016. “Research on thermal cracking of a rectangular RC tank wall under construction. II: Comparison with numerical model.” J. Perform. Constr. Facil. 30 (1): 04014199. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000703.
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©2019 American Society of Civil Engineers.
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Received: Jul 2, 2018
Accepted: Apr 30, 2019
Published online: Nov 27, 2019
Published in print: Feb 1, 2020
Discussion open until: Apr 27, 2020
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