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Experimental study and modeling on stress-strain curve of sulfate-corroded concrete

  • Yin, Guang-Ji (Department of Civil Engineering, School of Civil and Transportation Engineering, Ningbo University of Technology) ;
  • Zuo, Xiao-Bao (Department of Civil Engineering, School of Science, Nanjing University of Science & Technology) ;
  • Wen, Xiao-Dong (Department of Civil Engineering, School of Civil and Transportation Engineering, Ningbo University of Technology) ;
  • Tang, Yu-Juan (Department of Building Materials, School of Civil Engineering, Yangzhou Ploytechnic College)
  • Received : 2020.09.08
  • Accepted : 2021.05.17
  • Published : 2021.07.25

Abstract

The stress-strain curve of concrete under a uniaxial compression can reflect much information about its mechanical properties. This paper performs an experimental study and modeling on the stress-strain curve of concrete subjected to external sulfate attack (ESA). To shorten the experimental period, cement mortar specimen (CMS) with a small size is selected as research objected, and is immersed into purified water, 2.5% and 5.0% Na2SO4 solution. First, an economic test equipment is designed by adding rigid elements to ordinary hydraulic testing machine. Second, the evolution of stress-strain curve and mechanical properties of sulfate-corroded CMS with immersion time is obtained. Based on least-square method, the expressions of two chemical damage parameters are determined to respectively characterize the time-varying elastic modulus and compression strength of CMS caused by ESA. Then, a coupling chemo-mechanical damage constitutive model for sulfate-corroded CMS is established by introducing the chemical damage parameters. Finally, the numerical solution of the model is presented, and is validated by the above experimental data of stress-strain curve of CMS.

Keywords

Acknowledgement

This work was supported by Zhejiang Provincial Natural Science Foundation of China (LQ21E080008), Scientific Research Start-up Foundation of Ningbo University of Technology in 2020, Ningbo Scientific and Technological Innovation Major Project in 2025 (2018B10091), National Natural Science Foundation of China (51778297) and Natural Science Foundation of the Jiangsu Higher Education Institutions of China (20KJB430030).

References

  1. Al-Dulaijan, S.U., Maslehuddin, M., Al-Zahrani, M.M., Sharif, A.M. and Ibrahim, M. (2003), "Sulfate resistance of plain and blended cements exposed to varying concentrations of sodium sulfate", Cement Concrete Res., 25(4-5), 429-437. https://doi.org/10.1016/S0958-9465(02)00083-5.
  2. Cavaleri, L., Trapani, F.D., Ferrotto, M.F. and Davi, L. (2017), "Stress-strain models for normal and high strength confined concrete: Test and comparison of literature models reliability in reproducing experimental results", Ing. Sismica, 34(3-4), 114-137.
  3. Chen, D., Yu, X., Guo, M., Liao, Y.D. and Ouyang, F. (2017), "Study on the mechanical properties of the mortars exposed to the sulfate attack of different concentrations under the triaxial compression with constant confining pressure", Constr. Build. Mater., 146, 445-454. https://doi.org/10.1016/j.conbuildmat.2017.04.019.
  4. Chen, J.K., Jiang, M.Q. and Zhu, J. (2008), "Damage evolution in cement concrete due to erosion of sulphate", Corros. Sci., 50(9), 2478-2483. https://doi.org/10.1016/j.corsci.2008.05.021.
  5. Chen, M. (2007), Elasticity and Plasticity, Science Press, Beijing, China. (in Chinese)
  6. Faria, R., Oliver, J. and Cervera, M. (1998), "A strain-based plastic viscous-damage model for massive concrete structures", Int. J. Solid. Struct., 35(14), 1533-1558. https://doi.org/10.1016/S0020-7683(97)00119-4.
  7. Grassl, P. and Jirasek, M. (2006a), "Damage-plastic model for concrete failure", Int. J. Solid. Struct., 43(22-23), 7166-7196. https://doi.org/10.1016/j.ijsolstr.2006.06.032.
  8. Grassl, P. and Jirasek, M. (2006b), "Plastic model with non-local damage applied to concrete", Int. J. Numer. Anal. Meth. Geomech., 30, 71-90. https://doi.org/10.1002/nag.479.
  9. Grassl, P., Lundgren, K. and Gylltoft, K. (2002), "Concrete in compression: a plasticity theory with a novel hardening law", Int. J. Solid. Struct., 39(20), 5205-5223. https://doi.org/10.1016/S0020-7683(02)00408-0.
  10. Guo, Z.H. and Shi, X.D. (2003), Reinforced Concrete Theory and Analyse, Tsinghua University Press, Beijing, China. (in Chinese)
  11. Hime, W.G. and Mather, B. (1999) "Sulfate attack, or is it", Cement Concrete Res., 29, 789-791. https://doi.org/10.1016/S0008-8846(99)00068-X.
  12. Liang, Y.N. and Yuan, Y.S. (2008), "Constitutive relation of sulfate attacked concrete under uniaxial compression", J. Harbin I. Tech., 40(4), 532-535. (in Chinese) https://doi.org/10.3321/j.issn:0367-6234.2008.04.005
  13. Liu, K.X., Zhang, Y.P., Zhang, W.P., Wang, Y. and Zhang, R.L. (2020), "Modeling constitutive relationship of sulfate-attacked concrete", Constr. Build. Mater., 260, 119902. https://doi.org/10.1016/j.conbuildmat.2020.119902.
  14. Luo, W., Jin, X. and Zhang, Z. (2019), "Triaxial test on concrete material containing accelerators under physical sulphate attack", Constr. Build. Mater., 206, 641-654. https://doi.org/10.1016/j.conbuildmat.2019.01.186.
  15. Mazars, J. and Pyaudier-Cabot, G. (1989), "Continuum damage theory-application to concrete", J. Eng. Mech., 115(2), 345-365. https://doi.org/10.1061/(ASCE)0733-9399(1989)115:2(345).
  16. Menetrey, P. and Willam, K. (1995), "Triaxial failure criterion for concrete and its generalization", ACI Struct. J., 92(3), 311-318.
  17. MOHURD (2019), Standard for Test Methods of Concrete Physical and Mechanical Properties, China Architecture & Building Press, Beijing, China. (in Chinese)
  18. Monteiro, P.J.M. and Kurtis, K.E. (2003), "Time to failure for concrete exposed to severe sulfate attack", Cement Concrete Res., 33(7), 987-993. https://doi.org/10.1016/S0008-8846(02)01097-9.
  19. Neville, A. (2004), "The confused world of sulfate attack on concrete", Cement Concrete Res., 34(8), 1275-1296. https://doi.org/10.1016/j.cemconres.2004.04.004.
  20. Qin, S.S., Zhou, D.J., Liu, T.J. and Jivkov, A. (2020), "A chemo-transport-damage model for concrete under external attack", Cement Concrete Res., 132, 106048. https://doi.org/10.1016/j.cemconres.2020.106048.
  21. Saetta, A., Scotta, R. and Vitaliani, R. (1999), "Coupled environmental-mechanical damage model of RC structures", J. Eng. Mech., 125(8), 930-940. https://doi.org/10.1061/(ASCE)0733-9399(1999)125:8(930).
  22. Scott, B.D. and Park, R. (1982), "Priestley M.J.N. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates", J. Am. Concrete Inst., 2(79), 13-27.
  23. Tan, B. (2007), "Research on stress-strain curves of reactive powder concrete under uniaxial compression", Hunan University, Changsha, China. (in Chinese)
  24. Tan, Y.S., Yu, H.F., Ma, H.Y., Zhang Y.Q. and Wu, C.Y. (2017), "Study on the micro-crack evolution of concrete subjected to stress corrosion and magnesium sulfate", Constr. Build. Mater., 141, 453-460. https://doi.org/10.1016/j.conbuildmat.2017.02.127.
  25. Voyiadjis, G.Z. and Taqieddin, Z.N. (2009), "Elastic plastic and damage model for concrete materials: Part I-Theoretical formulation", Int. J. Struct. Change. Solid.: Mech. Appl., 1(1), 31-59.
  26. Wang, P.T., Shah, S.P. and Naaman, A.E. (1978), "Stress-strain curves of normal and lightweight concrete in compression", J. Am. Concrete Inst., 75(11), 603-611.
  27. Wu, J.Y., Li, J. and Faria, R. (2006), "An energy release rate-based plastic-damage model for concrete", Int. J. Solid. Struct., 43(3-4), 583-612. https://doi.org/10.1016/j.ijsolstr.2005.05.038.
  28. Xiong, L. and Yu, L. (2015), "Mechanical properties of cement mortar in sodium sulfate and sodium chloride solutions", J. Cent. South Univ., 22(3), 1096-1103. https://doi.org/10.1007/s11771-015-2621-8.
  29. Yang, D.Y., We, S.N. and Tan, Y.Q. (2005), "Performance evaluation of binary blends of Portland cement and fly ash with complex admixture for durable concrete structures", Comput. Concrete, 2(5), 381-388. https://doi.org/10.12989/cac.2005.2.5.381.
  30. Yin, G.J., Zuo, X.B., Tang, Y.J., Ayinde O. and Ding, D.N. (2017b), "Modeling of time-varing stress in concrete under axial loading and sulfate attack", Comput. Concrete, 19(2), 143-152. https://doi.org/10.12989/cac.2017.19.2.143.
  31. Yin, G.J., Zuo, X.B., Tang, Y.J., Ayinde O. and Wang, J.L. (2017a), "Numerical simulation on time-dependent mechanical behavior of concrete under coupled axial loading and sulfate attack", Ocean Eng., 142, 115-124. https://doi.org/10.1016/j.oceaneng.2017.07.016.
  32. Yu, D.M., Guan, B.W., He, R., Xiong, R. and Liu, Z.Z. (2016a), "Sulfate attack of Portland cement concrete under dynamic flexural loading: A coupling function", Constr. Build. Mater., 115, 478-485. https://doi.org/10.1016/j.conbuildmat.2016.02.052.
  33. Yu, X.T., Liao, Y.D., Zhu, Y.W. and Chen, D. (2016b), "Study of the evolution of properties of mortar under sulfate attack at different concentrations", Adv. Cement Res., 28(10), 1-13. https://doi.org/10.1680/jadcr.15.00117.
  34. Yu, Y., Gao, W., Castel, A., Liu, A.R., Chen, X.J. and Liu, M.Y. (2020), "Assessing external sulfate attack on thin-shell artificial reef structures under uncertainty", Ocean Eng., 207, 107397. https://doi.org/10.1016/j.oceaneng.2020.107397.
  35. Zeng, L.F., Horrigmoe, G. and Andersen, R. (1996), "Numerical implementation of constitutive integration for rate-independent elastoplasticity", Comput. Mech., 18(5), 387-396. https://doi.org/10.1007/BF00376135.
  36. Zhang, H.R., Ji, T. and Liu, H. (2020), "Performance evolution of recycled aggregate concrete (RAC) exposed to external sulfate attacks under full-soaking and dry-wet cycling conditions", Constr. Build. Mater., 248, 118675. https://doi.org/10.1016/j.conbuildmat.2020.118675.
  37. Zheng, F.G., Wu, Z., Gu, C., Bao, T. and Hu, J. (2012), "A plastic damage model for concrete structure cracks with two damage variables", Sci. China Technol. Sc., 55(11), 2971-2980. https://doi.org/10.1007/s11431-012-4983-6.
  38. Zhou, Y.W., Li, M.L., Sui, L.L. and Xing, F. (2016), "Effect of sulfate attack on the stress-strain relationship of FRP-confined concrete", Constr. Build. Mater., 110, 235-250. https://doi.org/10.1016/j.conbuildmat.2015.12.038.
  39. Zhou, Y.W., Tian, H., Sui, L.L, Xing, F. and Han, N.X. (2015), "Strength deterioration of concrete in sulfate environment: An experimental study and theoretical modeling", Adv. Mater. Sci. Eng., 951209, 1-13. https://doi.org/10.1155/2015/951209.
  40. Zhu, J., Cao, Y.H. and Chen, J.Y. (2013), "Study on the evolution of dynamic mechanics properties of cement concrete under sulphate attack", Constr. Build. Mater., 43(3), 286-292. https://doi.org/10.1016/j.conbuildmat.2013.02.027.
  41. Zuo, X.B., Wang, J.L., Sun, W., Li, H. and Yin, G.J. (2017), "Numerical investigation on gypsum and ettringite formation in cement pastes subjected to sulfate attack", Comput. Concrete., 19(1), 19-31. https://doi.org/10.12989/cac.2017.19.1.019.