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Impacts of air-entrained agents and curing time on mechanical and durability characteristics of structural lightweight concrete

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Abstract

This paper investigated the mechanical properties and durability of air-entrained structural lightweight concrete under an acidic environment. Experiments included visual inspection, nondestructive ultrasonic pulse velocity, and compressive strength tests. These tests were conducted on cubic concrete specimens containing various dosages of air-entrained agents (AEA) submersed in tap water and sulfuric acid solution for a period between 7 and 180 days. Results revealed that the increase in AEA up to 0.1% could improve the performance of specimens subjected to sulfuric acid. Linear and nonlinear regression analyses proposed some simplified relationships with high correlation coefficients between compressive strength, density, ultrasonic pulse velocity (UPV), and curing age. A linear equation with correlation coefficients R2 > 0.95 was developed to estimate the compressive strength of the damaged concrete considering the strength and immersion time for different mixtures. The UPV and compressive strength of the specimens had a similar trend with immersion time in water and sulfuric acid solution.

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References

  1. Abd elaty M (2014) Compressive strength prediction of Portland cement concrete with age using a new model. HBRC J 10:145–155

    Article  Google Scholar 

  2. ACI Committee 213 (2003) Guide for structural lightweight aggregate concrete. ACI 213R-03. American Concrete Institute Committee 213, Farmington Hills

  3. ACI 211.2 (1998) Standard practice for selecting proportions for structural lightweight concrete, American Concrete Institute

  4. ACI 301-5 (2005) Specifications for structural concrete. American Concrete Institute, Farmington Hills

  5. Anugonda P, Wiehn JS, Turner JA (2001) Diffusion of ultrasound in concrete. Ultrasonics 39(6):429–435

    Article  Google Scholar 

  6. Araghi HJ, Nikbin IM, Reskati SR, Rahmani E, Allahyari H (2015) An experimental investigation on the erosion resistance of concrete containing various PET particles percentages against sulfuric acid attack. Constr Build Mater 77:461–471

    Article  Google Scholar 

  7. ASTM C33-03 (2003) Standard Specification for Concrete Aggregates. Committee A C09, ASTM International

  8. ASTM-C330 (2004) Specification for lightweight aggregates for structural concrete. American Society of Testing Material

  9. ASTM C150 (2011) Standard specification for Portland cement. In: Annual book of ASTM Standards. ASTM, Philadelphia

  10. ASTM C 597 (1998) Standard test method for pulse velocity through concrete. Annual Book of ASTM Standards

  11. Al-Khaiat H, Haque MN (1998) Effect of initial curing on early strength and physical properties of lightweight concrete. Cem Concr Res 28:859–866

    Article  Google Scholar 

  12. Bogas JA, Gomes MG, Gomes A (2013) Compressive strength evaluation of structural lightweight concrete by non-destructive ultrasonic pulse velocity method. Ultrasonics 53(5):962–972

    Article  Google Scholar 

  13. Chi JM, Huang R, Yang CC, Chang JJ (2003) Effects of aggregate properties on the strength and stiffness of lightweight concrete. Cement Concr Compos 25(2):197–205

    Article  Google Scholar 

  14. Collepardi M (2003) A state-of-the art review on delayed ettringite attack on concrete. Cement Concr Compos 25:401–407

    Article  Google Scholar 

  15. Cui HZ, Lo TY, Memon SH, Xu W (2012) Effect of lightweight aggregates on the mechanical properties and brittleness of lightweight aggregate concrete. Constr Build Mater 35:149–158

    Article  Google Scholar 

  16. De Belie N, Grosse CU, Kurz J, Reinhardt HW (2005) Ultrasound monitoring of the influence of different accelerating admixtures and cement types for shotcrete on setting and hardening behavior. Cem Concr Res 35(11):2087–2094

    Article  Google Scholar 

  17. Demirboğa R, Gül R (2003) The effects of expanded perlite aggregate, silica fume and fly ash on the thermal conductivity of lightweight concrete. Cem Concr Res 33(5):723–727

    Article  Google Scholar 

  18. Demirboğa R, Türkmen İ, Karakoç MB (2004) Relationship between ultrasonic velocity and compressive strength for high-volume mineral-admixtured concrete. Cem Concr Res 34(12):2329–2336

    Article  Google Scholar 

  19. Ducman V, Mirtic B (2014) Water vapour permeability of lightweight concrete prepared with different types of lightweight aggregates. Constr Build Mater 68:314–319

    Article  Google Scholar 

  20. Fan YF, Hu ZQ, Zhang YZ, Liu JL (2010) Deterioration of compressive property of concrete under simulated acid rain environment. Constr Build Mater 24(10):1975–1983

    Article  Google Scholar 

  21. Ghorbani S, Taji I, De Brito J, Negahban M, Ghorbani S, Tavakkolizadeh M, Davoodi A (2019) Mechanical and durability behaviour of concrete with granite waste dust as partial cement replacement under adverse exposure conditions. Constr Build Mater 194:143–152

    Article  Google Scholar 

  22. Hassanpour M, Shafigh P, Mahmud HB (2014) Mechanical properties of structural lightweight aggregate concrete containing low volume steel fiber. Arab J Sci Eng 39:3579–3590

    Article  Google Scholar 

  23. Hoff GC (2002) Guide for the use of low-density concrete in civil works projects. US Army Corps of Engineers, Engineer Research and Development Center, ERDC/GSL TR-02-13 (TR INP-02–7), Vicksburg

  24. Jo BW, Park SK, Park JB (2007) Properties of concrete made with alkali-activated fly ash lightweight aggregate (AFLA). Cem Concr Compos 29:128–135

    Article  Google Scholar 

  25. Ju M, Park K, Oh H (2017) Estimation of compressive strength of high strength concrete using non-destructive technique and concrete core strength. Appl Sci 7(12):1249

    Article  Google Scholar 

  26. Ke Y, Beaucour AL, Ortola S, Dumontet H, Cabrillac R (2009) Influence of volume fraction and characteristics of lightweight aggregates on the mechanical properties of concrete. Constr Build Mater 23:2821–2828

    Article  Google Scholar 

  27. Khademi F, Akbari M, Jamal SM (2015) Measuring compressive strength of Puzzolan concrete by ultrasonic pulse velocity method. i-manager’s J Civ Eng 5(3):23–30

    Article  Google Scholar 

  28. Kim HK, Jeon JH, Lee HK (2012) Workability, and mechanical, acoustic and thermal properties of lightweight aggregate concrete with a high volume of entrained air. Constr Build Mater 29:193–200

    Article  Google Scholar 

  29. Lin Y, Lai CP, Yen T (2003) Prediction of ultrasonic pulse velocity (UPV) in concrete. ACI Mater J 100(1):21–28

    Google Scholar 

  30. Liu M, Ku S, Tong S (2006) Influence of air content induced by air entraining agent on compressive strength and permeability of concrete. Low Temp Arch Technol 28(5):15–16

    Google Scholar 

  31. Majhi RK, Nayak AN (2019) Bond, durability and microstructural characteristics of ground granulated blast furnace slag based recycled aggregate concrete. Constr Build Mater 212:578–595

    Article  Google Scholar 

  32. Monteny J, De Belie N, Vinke E, Verstaete L, Taerwe L (2001) Chemical, microbiological tests to simulate sulfuric acid corrosion of the polymer modified concrete. Cem Concr Res 31:359–1365

    Article  Google Scholar 

  33. Nagrockiene D, Pundienė I, Kicaite A (2013) The effect of cement type and plasticizer addition on concrete properties. Constr Build Mater 45:324–331

    Article  Google Scholar 

  34. Naik NN, Jupe AC, Stock SR, Wilkinson AP, Lee PL, Kurtis KE (2006) Sulfate attack monitored by micro CT and EDXRD: influence of cement type, water-to-cement ratio, and aggregate. Cem Concr Res 36(1):144–159. https://doi.org/10.1016/j.cemconres.2005.06.004

    Article  Google Scholar 

  35. Nematzadeh M, Dashti J, Ganjavi B (2018) Optimizing compressive behavior of concrete containing fine recycled refractory brick aggregate together with calcium aluminate cement and polyvinyl alcohol fibers exposed to acidic environment. Constr Build Mater 164:837–849. https://doi.org/10.1016/j.conbuildmat.2017.12.230

    Article  Google Scholar 

  36. Neville AM (2013) Properties of concrete, 5th edn. Person Education Limited, New Delhi

    Google Scholar 

  37. Nguyen LH, Beaucour A-L, Ortola S, Noumowé A (2014) Influence of the volume fraction and the nature of fine lightweight aggregates on the thermal and mechanical properties of structural concrete. Constr Build Mater 51:121–132. https://doi.org/10.1016/j.conbuildmat.2013.11.019

    Article  Google Scholar 

  38. Patel SK, Majhi RK, Satpathy HP, Nayak AN (2019) Durability and microstructural properties of lightweight concrete manufactured with fly ash cenosphere and sintered fly ash aggregate. Constr Build Mater 226:579–590. https://doi.org/10.1016/j.conbuildmat.2019.07.304

    Article  Google Scholar 

  39. Prasad J, Jain DK, Ahuja AK (2006) Factors influencing the sulphate resistance of cement concrete and mortar. Asian J Civ Eng 7(3):259–268

    Google Scholar 

  40. Santhanam M, Olek CDMJ (2003) Mechanism of sulfate attack: a fresh look part 2: proposed mechanisms. Cem Concr Res 33(3):341–346. https://doi.org/10.1016/S0008-8846(02)00958-4

    Article  Google Scholar 

  41. Satpathy HP, Patel SK, Nayak AN (2019) Development of sustainable lightweight concrete using fly ash cenosphere and sintered fly ash aggregate. Constr Build Mater 202:636–655. https://doi.org/10.1016/j.conbuildmat.2019.01.034

    Article  Google Scholar 

  42. Solis-Carcaño R, Moreno EI (2008) Evaluation of concrete made with crushed limestone aggregate based on ultrasonic pulse velocity. Constr Build Mater 22(6):1225–1231. https://doi.org/10.1016/j.conbuildmat.2007.01.014

    Article  Google Scholar 

  43. Thomas M, Bremner T (2011) Performance of lightweight aggregate concrete containing slag after 25 years in a harsh marine environment. Cem Concr Res 42(2):358–364. https://doi.org/10.1016/j.cemconres.2011.10.009

    Article  Google Scholar 

  44. Topcu IB (1997) Semi-lightweight concretes produced by volcanic slags. Cem Concr Res 27:15–21. https://doi.org/10.1016/S0008-8846(96)00190-1

    Article  Google Scholar 

  45. Trtnik G, Kavcic F, Turk G (2009) Prediction of concrete strength using ultrasonic pulse velocity and artificial neural networks. Ultrasonics 49(1):53–60. https://doi.org/10.1016/j.ultras.2008.05.001

    Article  Google Scholar 

  46. Tulliani JM, Montanaro L, Negro A, Collepard M (2002) Sulfate attack of concrete building foundations induced by sewage waters. Cem Concr Res 32(6):843–849. https://doi.org/10.1016/S0008-8846(01)00752-9

    Article  Google Scholar 

  47. Wafa FF (1994) Accelerated sulfate attack on concrete in a hot climate. Cem Concr Aggreg 16(1):31–35. https://doi.org/10.1520/CCA10558J

    Article  Google Scholar 

  48. Xiao JZ, Li JB, Zhang Ch (2006) On relationships between the mechanical properties of recycled aggregate concrete: an overview. Mater Struct 39:655–664. https://doi.org/10.1617/s11527-006-9093-0

    Article  Google Scholar 

  49. Yang H, Lin Y, Hsiao C, Liu JY (2009) Evaluating residual compressive strength of concrete at elevated temperatures using ultrasonic pulse velocity. Fire Saf J 44:121–130. https://doi.org/10.1016/j.firesaf.2008.05.003

    Article  Google Scholar 

  50. Zhang P, Li D, Qiao Y, Zhang S, Sun C, Zhao T (2018) Effect of air entrainment on the mechanical properties, chloride migration, and microstructure of ordinary concrete and fly ash concrete. J Mater Civ Eng 30(10):04018265

    Article  Google Scholar 

  51. Zhao W, Liu J, Yang P, Yuan X, Chen M (2011) Effect of aggregate pre-wetting and air-entraining agent on durability of lightweight aggregate concrete. Adv Mater Res 335–336:1163–1167. https://doi.org/10.4028/www.scientific.net/AMR.335-336.1163

    Article  Google Scholar 

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Correspondence to Zahra Jamshidzadeh.

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Khanjani, Z., Jamshidzadeh, Z. Impacts of air-entrained agents and curing time on mechanical and durability characteristics of structural lightweight concrete. Innov. Infrastruct. Solut. 7, 155 (2022). https://doi.org/10.1007/s41062-022-00756-5

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