Technical Papers
Jul 13, 2020

Factors Affecting Loss in Durability in Prestressed-Concrete Girders with Microcracking

Publication: Journal of Bridge Engineering
Volume 25, Issue 9

Abstract

Early-age unexplained cracking in concrete structures is always a concern, as this signals the occurrence of uncontrolled volumetric changes. A study to investigate the effects of early-age microcracks on the service life of in-service prestressed-concrete girders was conducted. The temporal evolution of the cracks during a two-year period in 13 full-scale prestressed, precast girders was studied. Five of the girders were not subjected to external loads, whereas the remaining eight girders were in-service and under external loads. The results show that during the time frame considered, exposure conditions and the presence of pre-existing cracks had a more significant impact on the growth of microcracking than the effect of external loads, even when a protective coating was applied to the girder surfaces. Furthermore, the study showed that the temporal behavior of cracks can be better understood when both crack width and cracking density are taken into consideration.

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Acknowledgments

Funding for this project was supported by the Texas Department of Transportation (TxDOT) Project 0-6922, Evaluating Long-Term Durability and Performance of Pre-stressed Concrete Beam with Extensive Surface Cracking. The authors extend their gratitude to the Project Manager, Mr. Chris Glancy, and the entire TxDOT Project 0-6922 research team members, especially Mr. Andy Naranjo, Mr. Jason Tucker, Mr. Doug Dupler, Mr. Donny Davis, Mr. Abraham Ramirez, Mr. Frank Estrada III, Mr. Hector Garcia, Mr. Lianxiang Du, and Mr. Todd Speck. The authors also express their appreciation to the precasting yards for allowing access to the girders. The authors also thank Ms. Jessica Milligan for her assistance in conducting field measurements for this study.

Disclaimer

The results of this study do not represent Texas Department of Transportation opinions.

References

AASHTO. 2015. Standard method of test for electrical resistivity of a concrete cylinder tested in a uniaxial resistance test. Rep. No. AASHTO-TP119-15. Washington, DC: AASHTO.
ACI (American Concrete Institute). 1997. Prediction of creep shrinkage and temperature effects on concrete structures. Rep. No. ACI-209R-97. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2001. Control of cracking in concrete structures. Rep. No. ACI-224R-01. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2016. Guide for conducting a visual inspection of concrete in service. Rep. No. ACI-201.1R-16. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2017. Building code requirements for structural concrete. Rep. No. ACI-318-17. Farmington Hills, MI: ACI.
Alahmad, S., A. Toumi, J. Verdier, and R. François. 2009. “Effect of crack opening on carbon dioxide penetration in cracked mortar samples.” Mater. Struct. 42 (5): 559–566. https://doi.org/10.1617/s11527-008-9402-x.
Allam, S. M., M. S. Shoukry, G. E. Rashad, and A. S. Hassan. 2012. “Crack width evaluation for flexural RC members.” Alex. Eng. J. 51 (3): 211–220. https://doi.org/10.1016/j.aej.2012.05.001.
Ann, K. Y., S. Pack, J. Hwang, H. Song, S. Kim, and M. Carlo. 2010. “Service life prediction of a concrete bridge structure subjected to carbonation.” Constr. Build. Mater. 24 (8): 1494–1501. https://doi.org/10.1016/j.conbuildmat.2010.01.023.
ASCE. 2017. “Bridges | ASCE's 2017 Infrastructure Report Card,” American Society of Civil Engineers.[Online.] Accessed June 4, 2018. https://www.infrastructurereportcard.org/bridge.
ASTM. 2016. Standard test method for pulse velocity through concrete. Rep. No. ASTM-C597-16. West Conshohocken, PA: ASTM.
ASTM. 2017a. Standard specification for chemical admixtures for concrete. Rep. No. ASTM-C494-17. West Conshohocken, PA: ASTM.
ASTM. 2017b. Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. Rep. No. ASTM-C618-2017. West Conshohocken, PA: ASTM.
ASTM. 2017c. Standard specification for portland cement. Rep. No. ASTM-C150-17. West Conshohocken, PA: ASTM.
Bao, J., and L. Wang. 2017. “Combined effect of water and sustained compressive loading on chloride penetration into concrete.” Constr. Build. Mater. 156: 708–718. https://doi.org/10.1016/j.conbuildmat.2017.09.018.
Benoit, F., B. Marc-André, F. Kevin, and M. Thomas. 2010. Report on the diagnosis, prognosis, and mitigation of alkali- silica reaction (ASR) in transportation structures. Rep. No. FHWA-HIF-09-004. Washington, DC: US Dept. of Transportation, Federal Highway Administration.
Bisschop, J., and J. G. M. Van Mier. 2002. Drying shrinkage microcracking in cement-based materials. Delft, Netherlands: Technische Universiteit Delft.
Bogas, J. A., M. G. Gomes, and A. Gomes. 2013. “Compressive strength evaluation of structural lightweight concrete by non-destructive ultrasonic pulse velocity method.” Ultrasonics 53 (5): 962–972. https://doi.org/10.1016/j.ultras.2012.12.012.
Cao, C., M. M. S. Cheung, and B. Y. B. Chan. 2013. “Modelling of interaction between corrosion-induced concrete cover crack and steel corrosion rate.” Corros. Sci. 69: 97–109. https://doi.org/10.1016/j.corsci.2012.11.028.
Cao, G. H., S. Zhang, W. Zhang, and X. R. Peng. 2018. “Long-term deflection test and theoretical analysis on cracked prestressed concrete box beams.” KSCE J. Civ. Eng. 22 (2): 688–695. https://doi.org/10.1007/s12205-017-1295-1.
Cheng, Y., Y. Zhang, Y. Jiao, and J. Yang. 2016. “Quantitative analysis of concrete property under effects of crack, freeze-thaw and carbonation.” Constr. Build. Mater. 129: 106–115. https://doi.org/10.1016/j.conbuildmat.2016.10.113.
Corina-Maria, A., S. P. Shah, and A. Karr. 1999. “Effect of cracking on water and chloride permeability of concrete.” J. Mater. Civ. Eng. 11 (3): 181–187. https://doi.org/10.1061/(ASCE)0899-1561(1999)11:3(181).
Damgaard Jensen, A., and S. Chatterji. 1996. “State of the art report on micro-cracking and lifetime of concrete – Part 1.” Mater. Struct. 29 (1): 3–8. https://doi.org/10.1007/BF02486001.
FHWA (Federal Highway Administration). 2015. Load and resistance factor design (LRFD) for highway bridge superstructures. Rep. No. FHWA-15. Washington, DC: FHWA.
Ghosh, P., and Q. Tran. 2015. “Correlation between bulk and surface resistivity of concrete.” Int. J. Concr. Struct. Mater. 9 (1): 119–132. https://doi.org/10.1007/s40069-014-0094-z.
Gowers, K. R., and S. G. Millard. 1999. “Measurement of concrete resistivity for assessment of corrosion corrosion severity of steel using Wenner technique.” ACI Mater. J. 96 (5): 536–541.
Gudimettla, J., and G. Crawford. 2016. “Resistivity tests for concrete-recent field experience.” ACI Mater. J. 113 (4): 505–512.
Haach, V. G., L. M. Juliani, and M. R. D. Roz. 2015. “Ultrasonic evaluation of mechanical properties of concretes produced with high early strength cement.” Constr. Build. Mater. 96: 1–10. https://doi.org/10.1016/j.conbuildmat.2015.07.139.
Hornbostel, K., C. K. Larsen, and M. R. Geiker. 2013. “Relationship between concrete resistivity and corrosion rate: A literature review.” Cem. Concr. Compos. 39: 60–72. https://doi.org/10.1016/j.cemconcomp.2013.03.019.
Kevern, J. T., C. Halmen, D. P. Hudson, and B. Trautman. 2016. “Evaluation of surface resistivity for concrete quality assurance in Missouri.” Transp. Res. Rec. 2577 (1): 53–59. https://doi.org/10.3141/2577-07.
Khan, I., R. François, and A. Castel. 2014. “Prediction of reinforcement corrosion using corrosion induced cracks width in corroded reinforced concrete beams.” Cem. Concr. Res. 56: 84–96. https://doi.org/10.1016/j.cemconres.2013.11.006.
Kim, S. D. 2009. Prediction of long-term prestress loss in concrete box girder bridges. Davis, CA: Univ. of California.
Konin, A., R. François, and G. Arliguie. 1998. “Penetration of chlorides in relation to the microcracking state into reinforced ordinary and high strength concrete.” Mater. Struct. 31: 310–316.
Kwon, S. J., U. J. Na, S. S. Park, and S. H. Jung. 2009. “Service life prediction of concrete wharves with early-aged crack: Probabilistic approach for chloride diffusion.” Struct. Saf. 31 (1): 75–83. https://doi.org/10.1016/j.strusafe.2008.03.004.
Malhotra, V. M. 1976. Testing Hardened Concrete: Nondestructive Methods. ACI Monograph 9. Farmington Hills, MI: ACI.
Malumbela, G., M. Alexander, and P. Moyo. 2010. “Interaction between corrosion crack width and steel loss in RC beams corroded under load.” Cem. Concr. Res. 40 (9): 1419–1428. https://doi.org/10.1016/j.cemconres.2010.03.010.
Masi, A., L. Chiauzzi, and V. Manfredi. 2016. “Criteria for identifying concrete homogeneous areas for the estimation of in-situ strength in RC buildings.” Constr. Build. Mater. 121: 576–587. https://doi.org/10.1016/j.conbuildmat.2016.06.017.
Morris, W., A. Vico, M. Vazquez, and S. R. De Sanchez. 2002. “Corrosion of reinforcing steel evaluated by means of concrete resistivity measurements.” Corros. Sci. 44 (1): 81–99. https://doi.org/10.1016/S0010-938X(01)00033-6.
NCEI (National Centers for Environmental Information). 2017. http://www.ncei.noaa.gov.
Okumus, P., and M. G. Oliva. 2013. “Evaluation of crack control methods for end zone cracking in prestressed concrete bridge girders.” PCI J. 58 (2): 91–105. https://doi.org/10.15554/pcij.
Ospina, C. E. 2012. “Serviceability design of reinforced concrete members with emphasis in marine infrastructure.” ACI Spec. J. 284: 1–24.
Otieno, M., M. Alexander, and H.-D. Beushausen. 2010. “Corrosion in cracked and uncracked concrete – influence of crack width, concrete quality and crack reopening.” Mag. Concr. Res. 62 (6): 393–404. https://doi.org/10.1680/macr.2010.62.6.393.
Park, S.-S., S.-J. Kwon, S. H. Jung, and S.-W. Lee. 2012. “Modeling of water permeability in early aged concrete with cracks based on micro pore structure.” Constr. Build. Mater. 27 (1): 597–604. https://doi.org/10.1016/j.conbuildmat.2011.07.002.
Polder, R. B. 2001. “Test methods for on site measurement of resistivity of concrete - a RILEM TC-154 technical recommendation.” Constr. Build. Mater. 15 (2–3): 125–131. https://doi.org/10.1016/S0950-0618(00)00061-1.
Poursaee, A., and C. M. Hansson. 2008. “The influence of longitudinal cracks on the corrosion protection afforded reinforcing steel in high performance concrete.” Cem. Concr. Res. 38 (8–9): 1098–1105. https://doi.org/10.1016/j.cemconres.2008.03.018.
Ramezanianpour, A. A., A. Pilvar, M. Mahdikhani, and F. Moodi. 2011. “Practical evaluation of relationship between concrete resistivity, water penetration, rapid chloride penetration and compressive strength.” Constr. Build. Mater. 25 (5): 2472–2479. https://doi.org/10.1016/j.conbuildmat.2010.11.069.
Saint-Pierre, F., P. Rivard, and G. Ballivy. 2007. “Measurement of alkali–silica reaction progression by ultrasonic waves attenuation.” Cem. Concr. Res. 37 (6): 948–956. https://doi.org/10.1016/j.cemconres.2007.02.022.
Sengul, O. 2014. “Use of electrical resistivity as an indicator for durability.” Constr. Build. Mater. 73: 434–441. https://doi.org/10.1016/j.conbuildmat.2014.09.077.
Shah, S. P., and S. Chandra. 1968. “Critical stress, volume change, and microcracking of concrete.” ACI J. 65 (57): 770–780.
Shah, S. P., M. E. Karaguler, and M. Sarigaphuti. 1992. “Effects of shrinkage-reducing admixtures on restrained shrinkage cracking of concrete.” ACI Mater. J. 89 (3): 291–295.
Shiotani, T., J. Bisschop, and J. Van Mier. 2003. “Temporal and spatial development of drying shrinkage cracking in cement-based materials.” Eng. Fract. Mech. 70 (12): 1509–1525. https://doi.org/10.1016/S0013-7944(02)00150-9.
Slate, F. 1983. “Microscopic observation of cracks in concrete, with emphasis on techniques developed and used at Cornell University.” In Fracture mechanics of concrete, edited by F. H. Wittman, 75–83. Amsterdam: Elsevier Applied Science.
Stacey, S. 2016. Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements. Austin: Univ. of Texas.
Tiburzi, N. B., T. Drimalas, and K. J. Folliard. 2017. “Evaluation of precast bridge girder cracking: The role of volume change.” Cem. Concr. Res. 101: 55–67. https://doi.org/10.1016/j.cemconres.2017.08.024.
TxDOT (Texas Department of Transportation). 2016. Report on Texas bridges. Rep. No., TxDOT Bridge Standards - 2016. Austin, TX: TxDOT.
TxDOT (Texas Department of Transportation). 2017. Bridge standards. Rep. No., TxDOT Bridge Standards 2017. Austin, TX: TxDOT.
TxDOT (Texas Department of Transportation). 2018. Bridge design manual-LRFD. Rep. No., TxDOT Bridge Standards 2018. Austin, TX: TxDOT.
Wang, H.-L., J.-G. Dai, X.-Y. Sun, X. Zhange, and X.-L. Zhang. 2016. “Characteristics of concrete cracks and their influence on chloride penetration.” Constr. Build. Mater. 107: 216–225. https://doi.org/10.1016/j.conbuildmat.2016.01.002.
Wang, X.-H., D. V. Val, L. Zheng, and M. R. Jones. 2018. “Influence of loading and cracks on carbonation of RC elements made of different concrete types.” Constr. Build. Mater. 164: 12–28. https://doi.org/10.1016/j.conbuildmat.2017.12.142.
Weiss, W. J., and S. P. Shah. 2002. “Restrained shrinkage cracking: The role of shrinkage reducing admixtures and specimen geometry.” Mater. Struct. 35 (2): 85–91. https://doi.org/10.1007/BF02482106.
Weiss, W. J., W. Yang, and S. P. Shah. 1998. “Shrinkage cracking of restrained concrete slabs.” J. Eng. Mech. 124 (7): 765–774. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:7(765).
Wiegrink, K., S. Marikunte, and S. P. Shah. 1996. “Shrinkage cracking of high-strength concrete.” ACI Mater. J. 93 (5): 409–415.
Yoon, I.-S., and E. Schlangen. 2014. “Experimental examination on chloride penetration through micro-crack in concrete.” KSCE J. Civ. Eng. 18 (1): 188–198. https://doi.org/10.1007/s12205-014-0196-9.
Yu, Z., Y. Chen, P. Liu, and W. Wang. 2015. “Accelerated simulation of chloride ingress into concrete under drying-wetting alternation condition chloride environment.” Constr. Build. Mater. 93: 205–213. https://doi.org/10.1016/j.conbuildmat.2015.05.090.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 25Issue 9September 2020

History

Received: Mar 13, 2019
Accepted: Mar 23, 2020
Published online: Jul 13, 2020
Published in print: Sep 1, 2020
Discussion open until: Dec 13, 2020

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Authors

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Savitha Sagari Srinivasan, S.M.ASCE https://orcid.org/0000-0002-9807-5750
Ph.D. Student, Dept. of Civil, Architectural and Environmental Engineering, The University of Texas at Austin, Austin, TX 78712. ORCID: https://orcid.org/0000-0002-9807-5750.
Michael Rung
Researcher, Laboratory for Infrastructure Materials Engineering, The University of Texas at Austin, Austin, TX 78758
Raissa Douglas Ferron [email protected]
Associate Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712 (corresponding author). Email: [email protected]

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