Effect of Crack Width, Density, and Depth on Strength and Durability of Concrete-Equivalent Mortar

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Title: Effect of Crack Width, Density, and Depth on Strength and Durability of Concrete-Equivalent Mortar

Author(s): Savitha Sagari Srinivasan and Raissa Douglas Ferron

Publication: Materials Journal

Volume: 118

Issue: 4

Appears on pages(s): 65-77

Keywords: concrete-equivalent mortar (CEM); durability; precast concrete; simulated microcracking; stiffness; strength

DOI: 10.14359/51732792

Date: 7/1/2021

Abstract:
The presence of cracks in concrete is a concern because they can reduce the mechanical properties and durability of concrete. The presence of a single crack in concrete and its effect on strength and durability has been studied extensively, but the influence of multiple small cracks or microcracking density as it relates to serviceability is not as well understood. An experimental study was conducted to quantify the relationship between cracking parameters (width, depth, and density) and the strength, stiffness, and durability of concrete. It was found that the density of microcracks is an important factor to take into account for durability, as it can impact serviceability.

Related References:

1. Tiburzi, N. B.; Drimalas, T.; and Folliard, K. J., “Evaluation of Precast Bridge Girder Cracking: The Role of Volume Change,” Cement and Concrete Research, V. 101, Nov, 2017, pp. 55-67. doi: 10.1016/j.cemconres.2017.08.024

2. Srinivasan, S. S.; Rung, M.; and Ferron, R. D., “Factors Affecting Loss in Durability in Prestressed-Concrete Girders with Microcracking,” Journal of Bridge Engineering, ASCE, V. 25, No. 9, 2020, p. 04020068. doi: 10.1061/(ASCE)BE.1943-5592.0001590

3. Sun, H.; Al-Qazweeni, J.; Parol, J.; Kamal, H.; Chen, Z.; and Büyüköztürk, O., “Computational Modeling of a Unique Tower in Kuwait for structural Health Monitoring: Numerical Investigations,” Structural Control and Health Monitoring, V. 26, No. 3, 2019, p. e2317. doi: 10.1002/stc.2317

4. Mak, M. W. T.; Desnerck, P.; and Lees, J. M., “Corrosion-Induced Cracking and Bond Strength in Reinforced Concrete,” Construction and Building Materials, V. 208, May, 2019, pp. 228-241. doi: 10.1016/j.conbuildmat.2019.02.151

5. Nakamura, H.; Nanri, T.; Miura, T.; and Roy, S., “Experimental Investigation of Compressive Strength and Compressive Fracture Energy of Longitudinally Cracked Concrete,” Cement and Concrete Composites, V. 93, Oct, 2018, pp. 1-18. doi: 10.1016/j.cemconcomp.2018.06.015

6. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 520 pp.

7. Darwin, D. C., “Submicroscopic Deformation in Cement Paste and Mortar at High Load Rates,” 1988, www.semanticscholar.org/paper/Submicroscopic-Deformation-in-Cement-Paste-and-at-Darwin/57a23098efa7f91d400a2fbb3f1015a66044ef80. (last accessed June 11, 2021)

8. White, A. H.; Aagaard, V. A.; and Christensen, A. O. L., “Crazing in Concrete and the Growth of Hair Cracks into Structural Cracks,” ACI Journal Proceedings, V. 24, No. 2, 1928, pp. 190-201.

9. Amin, M. S.; El-Gamal, S. M. A.; and Hashem, F. S., “Effect of Addition of Nano-Magnetite on the Hydration Characteristics of Hardened Portland Cement and High Slag Cement Pastes,” Journal of Thermal Analysis and Calorimetry, V. 112, No. 3, 2013, pp. 1253-1259. doi: 10.1007/s10973-012-2663-1

10. Subramaniam, K. V. L., “Identification of Early-Age Cracking in Concrete Bridge Decks,” Journal of Performance of Constructed Facilities, ASCE, V. 30, No. 6, 2016, p. 04016054. doi: 10.1061/(ASCE)CF.1943-5509.0000915

11. Abyaneh, S. D.; Wong, H. S.; and Buenfeld, N. R., “Simulating the Effect of Microcracks on the Diffusivity and Permeability of Concrete Using a Three-Dimensional Model,” Computational Materials Science, V. 119, 2016, pp. 130-143. doi: 10.1016/j.commatsci.2016.03.047

12. Kayondo, M.; Combrinck, R.; and Boshoff, W. P., “State-of-the-Art Review on Plastic Cracking of Concrete,” Construction and Building Materials, V. 225, Nov, 2019, pp. 886-899. doi: 10.1016/j.conbuildmat.2019.07.197

13. ACI Committee 224, “Control of Cracking in Concrete Structures (ACI PRC-224-01),” American Concrete Institute, Farmington Hills, MI, 2001, 46 pp.

14. ACI Committee 365, “Report on Service Life Prediction (ACI PRC-365.1-17),” American Concrete Institute, Farmington Hills, MI, 2017, 56 pp.

15. Aldea, C.-M.; Shah, S. P.; and Karr, A., “Effect of Cracking on Water and Chloride Permeability of Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 11, No. 3, 1999, pp. 181-187. doi: 10.1061/(ASCE)0899-1561(1999)11:3(181)

16. Wang, H.-L. L.; Dai, J.-G. G.; Sun, X.-Y.; and Zhang, X.-L. L., “Characteristics of Concrete Cracks and their Influence on Chloride Penetration,” Construction and Building Materials, V. 107, Mar, 2016, pp. 216-225. doi: 10.1016/j.conbuildmat.2016.01.002

17. Pedrosa, F., and Andrade, C., “Corrosion Induced Cracking: Effect of Different Corrosion Rates on Crack Width Evolution,” Construction and Building Materials, V. 133, Feb, 2017, pp. 525-533. doi: 10.1016/j.conbuildmat.2016.12.030

18. Bascoul, A., “State of the Art Report—Part 2: Mechanical Micro-Cracking of Concrete,” Materials and Structures, V. 29, No. 2, 1996, pp.  67-78. doi: 10.1007/BF02486196

19. Yoon, I.-S., “Chloride Penetration through Cracks in High-Performance Concrete and Surface Treatment System for Crack Healing,” Advances in Materials Science and Engineering, V. 2012, 2012, pp. 1-8. doi: 10.1155/2012/294571

20. Du, X.; Jin, L.; Zhang, R.; and Li, Y., “Effect of Cracks on Concrete Diffusivity: A Meso-Scale Numerical Study,” Ocean Engineering, V. 108, Nov, 2015, pp. 539-551. doi: 10.1016/j.oceaneng.2015.08.054

21. Kwon, S. J.; Na, U. J.; Park, S. S.; and Jung, S. H., “Service Life Prediction of Concrete Wharves with Early-Aged Crack: Probabilistic Approach for Chloride Diffusion,” Structural Safety, V. 31, No. 1, 2009, pp.  75-83. doi: 10.1016/j.strusafe.2008.03.004

22. Jacobsen, S.; Marchand, J.; and Boisvert, L., “Effect of Cracking and Healing on Chloride Transport in OPC Concrete,” Cement and Concrete Research, V. 26, No. 6, 1996, pp. 869-881. doi: 10.1016/0008-8846(96)00072-5

23. Nemati, K. M.; Monteiro, P. J. M.; and Scrivener, K. L., “Analysis of Compressive Stress-Induced Cracks in Concrete,” ACI Materials Journal, V. 95, No. 5, Sept.-Oct. 1998, pp. 617-630.

24. Wu, Z.; Wong, H. S.; and Buenfeld, N. R., “Influence of Drying-Induced Microcracking and Related Size Effects on Mass Transport Properties of Concrete,” Cement and Concrete Research, V. 68, 2015, pp. 35-48. doi: 10.1016/j.cemconres.2014.10.018

25. Wu, Z.; Wong, H. S.; and Buenfeld, N. R., “Transport Properties of Concrete after Drying-Wetting Regimes to Elucidate the Effects of Moisture Content, Hysteresis and Microcracking,” Cement and Concrete Research, V. 98, Aug, 2017, pp. 136-154. doi: 10.1016/j.cemconres.2017.04.006

26. Zhou, C.; Li, K.; and Pang, X., “Effect of Crack Density and Connectivity on the Permeability of Microcracked Solids,” Mechanics of Materials, V. 43, No. 12, 2011, pp. 969-978. doi: 10.1016/j.mechmat.2011.08.011

27. Wang, X.-Y., and Zhang, L.-N., “Simulation of Chloride Diffusion in Cracked Concrete with Different Crack Patterns,” Advances in Materials Science and Engineering, V. 2016, 2016, pp. 1-11. doi: 10.1155/2016/7982365

28. Mu, S.; De Schutter, G.; and Ma, B., “Non-Steady State Chloride Diffusion in Concrete with Different Crack Densities,” Materials and Structures, V. 46, No. 1-2, 2013, pp. 123-133. doi: 10.1617/s11527-012-9888-0

29. Torkornoo, S., Bradshaw, E.; Sharp, S. R. and Sprinkel, M. M., “VTRC 18-R2 - Design of Artificially Cracked Concrete Specimens for Virginia Department of Transportation Material Evaluation,” VDOT, Charlottesville, VA, 2018.

30. Šavija, B.; Luković, M.; and Schlangen, E., “Lattice Modeling of Rapid Chloride Migration in Concrete,” Cement and Concrete Research, V.  61-62, July, 2014, pp. 49-63. doi: 10.1016/j.cemconres.2014.04.004

31. Šavija, B.; Pacheco, J.; and Schlangen, E., “Lattice Modeling of Chloride Diffusion in Sound and Cracked Concrete,” Cement and Concrete Composites, V. 42, Sept, 2013, pp. 30-40. doi: 10.1016/j.cemconcomp.2013.05.003

32. Marsavina, L.; Audenaert, K.; De Schutter, G.; Faur, N.; and Marsavina, D., “Experimental and Numerical Determination of the Chloride Penetration in Cracked Concrete,” Construction and Building Materials, V.  23, No. 1, 2009, pp. 264-274. doi: 10.1016/j.conbuildmat.2007.12.015

33. Salehi, M.; Ghods, P.; and Isgor, O. B., “Numerical Study on the Effect of Cracking on Surface Resistivity of Plain and Reinforced Concrete Elements,” Journal of Materials in Civil Engineering, ASCE, V. 27, No. 12, 2015, p. 04015053. doi: 10.1061/(ASCE)MT.1943-5533.0001328

34. Fournier, B.; Bérubé, M.-A.; Folliard, K. J.; and Thomas, M., “Report on the Diagnosis, Prognosis, and Mitigation of Alkali-Silica Reaction (ASR) in Transportation Structures,” Federal Highway Administration, Washington, DC, 2010, 154 pp.

35. Srinivasan, S. S., “Effect of Microcracking on the Strength and Durability of Low Water-to-Cement Ratio Concretes,” PhD dissertation, The University of Texas at Austin, Austin, TX, 2020, 175 pp.

36. TxDOT, “Bridge Design Manual-LRFD,” Texas Department of Transportation, Austin, TX, 2018, http://onlinemanuals.txdot.gov/txdotmanuals/lrf/lrf.pdf. (last accessed June 11, 2021)

37. ASTM C150/C150M-17, “Standard Specification for Portland Cement,” ASTM International, West Conshohocken, PA, 2017.

38. ASTM C33/C33M-16, “Standard Specification for Concrete Aggregates,” ASTM International, West Conshohocken, PA, 2016.

39. ASTM C494/C494M-17, “Standard Specification for Chemical Admixtures for Concrete,” ASTM International, West Conshohocken, PA, 2017.

40. Schwartzentruber, A., and Catherine, C., “Method of the Concrete Equivalent Mortar (CEM)—A New Tool to Design Concrete Containing Admixture,” Materials and Structures, V. 33, No. 232, 2009, pp. 475-482.

41. ASTM C192/C192M-16, “Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory,” ASTM International, West Conshohocken, PA, 2016.

42. Naranjo, A., TxDOT Bridge Division, personal communication, Feb. 28, 2020.

43. ASTM C42/C42M-16, “Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete,” ASTM International, West Conshohocken, PA, 2016.

44. ASTM C496/C496M-15, “Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 2015.

45. ASTM C597-16, “Standard Test Method for Pulse Velocity Through Concrete,” ASTM International, West Conshohocken, PA, 2016.

46. Turgut, P., and Kucuk, O. F., “Comparative Relationships of Direct, Indirect, and Semi-Direct Ultrasonic Pulse Velocity Measurements in Concrete,” Russian Journal of Nondestructive Testing, V. 42, No. 11, 2006, pp. 745-751. doi: 10.1134/S1061830906110064

47. Malhotra, V. M., Testing Hardened Concrete: Nondestructive Methods, ACI Monograph No. 9, Iowa State Press, Ames, IA, 1976.

48. ASTM C469/C469M-15, “Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete,” ASTM International, West Conshohocken, PA, 2015.

49. AASHTO TP 119, “Standard Method of Test for Electrical Resistivity of a Concrete Cylinder Tested in a Uniaxial Resistance Test,” American Association of State Highway and Transportation Officials, Washington, DC, 2015.

50. FM 5-578, “Florida Method of Test for Concrete Resistivity as an Electrical Indicator of its Permeability,” Florida Department of Transportation, Tallahassee, FL, 2004.

51. Sengul, O., “Use of Electrical Resistivity as an Indicator for Durability,” Construction and Building Materials, V. 73, 2014, pp. 434-441. doi: 10.1016/j.conbuildmat.2014.09.077

52. AASHTO T 358, “Standard Method of Test for Surface Resistivity Indication of Concrete’s Ability to Resist Chloride Ion Penetration,” American Association of State Highway and Transportation Officials, Washington, DC, 2013.

53. NT Build 492, “Concrete, mortar and cement-based repair materials: Chloride migration coefficient from non-steady-state migration experiments,” Nordtest, Espoo, Finland, 1999.

54. RILEM Concrete Permanent Committee. “CPC-18: Measurement of Hardened Concrete Carbonation Depth,” Materials and Structures, V. 21, No. 6, 1988, pp. 453-455. doi: 10.1007/BF02472327

55. AASHTO, “AASHTO LRFD Bridge Design Specifications,” American Association of State Highway and Transportation Officials, Washington, DC, 2012.

56. Assaad, J. J.; Harb, J.; and Chakar, E., “Relationships Between Key ASTM Test Methods Determined on Concrete and Concrete-Equivalent-Mortar Mixtures,” Journal of ASTM International, V. 6, No. 3, 2009, p. JAI101735. doi: 10.1520/JAI101735

57. Ross, C. A.; Thompson, P. Y.; and Tedesco, J. W., “Split-Hopkinson Pressure-Bar Tests on Concrete and Mortar in Tension and Compression,” ACI Materials Journal, V. 86, No. 5, Sept.-Oct. 1989, pp. 475-481.

58. John, R., and Shah, S. P., “Effect of High Strength and Rate of Loading on Fracture Parameters of Concrete,” Society for Experimental Mechanics, Inc., Dec. 1987, pp. 35-52, https://www.scholars.northwestern.edu/en/publications/effect-of-high-strength-and-rate-of-loading-on-fracture-parameter. (last accessed June 11, 2021)

59. Mellinger, F. M., and Birkimer, D. L., “Measurements of Stress and Strain on Cylindrical Test Specimens of Rock and Concrete under Impact Loading,” Ohio River Division Laboratories, Cincinnati, OH, 1966.

60. Swamy, N., and Rigby, G., “Dynamic Properties of Hardened Mortar and Concrete Paste,” Materiales de Construcción, V. 4, No. 19, 1971, pp.  13-40.

61. Popovics, S.; Rose, J. L.; and Popovics, J. S., “The Behaviour of Ultrasonic Pulses in Concrete,” Cement and Concrete Research, V. 20, No. 2, 1990, pp. 259-270. doi: 10.1016/0008-8846(90)90079-D

62. Yang, C. C., “Effect of the Transition Zone on the Elastic Moduli of Mortar,” Cement and Concrete Research, V. 28, No. 5, 1998, pp. 727-736. doi: 10.1016/S0008-8846(98)00035-0

63. Chen, X.; Wu, S.; and Zhou, J., “Experimental and Modeling Study of Dynamic Mechanical Properties of Cement Paste, Mortar and Concrete,” Construction and Building Materials, V. 47, Oct. 2013, pp. 419-430. doi: 10.1016/j.conbuildmat.2013.05.063

64. Hou, T.-C.; Nguyen, V. K.; Su, Y.-M.; Chen, Y.-R.; and Chen, P.-J., “Effects of Coarse Aggregates on the Electrical Resistivity of Portland Cement Concrete,” Construction and Building Materials, V. 133, Feb. 2017, pp. 397-408. doi: 10.1016/j.conbuildmat.2016.12.044

65. Caré, S., “Influence of Aggregates on Chloride Diffusion Coefficient into Mortar,” Cement and Concrete Research, V. 33, No. 7, 2003, pp. 1021-1028. doi: 10.1016/S0008-8846(03)00009-7

66. Shi, X.; Yang, Z.; Liu, Y.; and Cross, D., “Strength and Corrosion Properties of Portland Cement Mortar and Concrete with Mineral Admixtures,” Construction and Building Materials, V. 25, No. 8, 2011, pp. 3245-3256. doi: 10.1016/j.conbuildmat.2011.03.011

67. Khunthongkeaw, J.; Tangtermsirikul, S.; and Leelawat, T., “A Study on Carbonation Depth Prediction for Fly Ash Concrete,” Construction and Building Materials, V. 20, No. 9, 2006, pp. 744-753. doi: 10.1016/j.conbuildmat.2005.01.052

68. Brown, J. D., Understanding Research in Second Language Learning: A Teacher’s Guide to Statistics and Research Design, Cambridge University Press, Cambridge, UK, 1988.

69. Piñeiro, G.; Perelman, S.; Guerschman, J. P.; and Paruelo, J. M., “How to Evaluate Models: Observed vs. Predicted or Predicted vs. Observed?” Ecological Modelling, V. 216, No. 3-4, 2008, pp. 316-322. doi: 10.1016/j.ecolmodel.2008.05.006

70. Koo, T. K., and Li, M. Y., “A Guideline of Selecting and Reporting Intraclass Correlation Coefficients for Reliability Research,” Journal of Chiropractic Medicine, V. 15, No. 2, 2016, pp. 155-163. doi: 10.1016/j.jcm.2016.02.012

71. Carrasquillo, R. L.; Slate, F. O.; and Nilson, A. H., “Microcracking and Behavior of High Strength Concrete Subject To Short-Term Loading,” ACI Journal Proceedings, V. 78, No. 3, May-June 1981, pp. 179-186.

72. Guo, M. M.; Feng, Z. R.; and Wang, X. J., “Effect of Pre-Crack on Fatigue Behaviors of Concrete under Tension and Compression Loading,” Materials Science Forum, V. 873, 2016, pp. 110-114. doi: 10.4028/www.scientific.net/MSF.873.110

73. Chu, H.-Y., and Chen, J.-K., “The Experimental Study on the Correlation of Resistivity and Damage for Conductive Concrete,” Cement and Concrete Composites, V. 67, 2016, pp. 12-19. doi: 10.1016/j.cemconcomp.2015.12.005

74. Kim, B.-C., and Kim, J.-Y., “Characterization of Ultrasonic Properties of Concrete,” Mechanics Research Communications, V. 36, No. 2, 2009, pp. 207-214. doi: 10.1016/j.mechrescom.2008.07.003

75. Hsu, T. T. C.; Slate, F.; Sturman, G. M.; and Winter, G., “Microcracking of Plain Concrete and the Shape of the Stress-Strain Curve,” ACI Journal Proceedings, V. 60, No. 2, Feb. 1963, pp. 209-224. doi: 10.14359/7852

76. McCoy, B. C.; Leming, M. L.; and Seracino, R., “Crack Density and Elastic Properties of Sustainable Concretes,” ACI Materials Journal, V. 111, No. 1, Jan.-Feb. 2014, pp. 13-21.

77. Lataste, J. F.; Sirieix, C.; Breysse, D.; and Frappa, M., “Electrical Resistivity Measurement Applied to Cracking Assessment on Reinforced Concrete Structures in Civil Engineering,” NDT & E International, V. 36, No. 6, 2003, pp. 383-394. doi: 10.1016/S0963-8695(03)00013-6

78. Otieno, M. B.; Alexander, M. G.; and Beushausen, H.-D., “Corrosion in Cracked and Uncracked Concrete-Influence Of Crack Width, Concrete Quality and Crack Reopening,” Magazine of Concrete Research, V. 62, No.  6, 2010, pp. 393-404. doi: 10.1680/macr.2010.62.6.393

79. Song, H.-W.; Kwon, S.-J.; Byun, K.-J.; and Park, C.-K., “Predicting Carbonation in Early-Aged Cracked Concrete,” Cement and Concrete Research, V. 36, No. 5, 2006, pp. 979-989. doi: 10.1016/j.cemconres.2005.12.019

80. Cheng, Y.; Zhang, Y.; Jiao, Y.; and Yang, J., “Quantitative Analysis of Concrete Property under Effects of Crack, Freeze-Thaw and Carbonation,” Construction and Building Materials, V. 129, Dec, 2016, pp. 106-115. doi: 10.1016/j.conbuildmat.2016.10.113


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