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Research Article

Monitoring the mechanical properties of flyash incorporated cement composite using complimentary passive-active wave propagation techniques

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Pages 667-691 | Received 21 Oct 2019, Accepted 07 Jan 2021, Published online: 16 Feb 2021

References

  • Bhalla N, Sharma S, Sharma S, et al. Monitoring early-age setting of silica fume concrete using wave propagation techniques. Constr Build Mater. 2018;162:pp.802–815.
  • Lothenbach B, Scrivener K, Hooton RD. Supplementary cementitious materials. Cement Concr Res. 2011;41(12):pp.1244–1256.
  • Nonat A, Mutin JC, Lecoq X, et al. Physico-chemical parameters determining hydration and particle interactions during the setting of silicate cements. Solid State Ion. 1997;101:pp.923–930.
  • Yang M, Neubauer CM, Jennings HM. Interparticle potential and sedimentation behavior of cement suspensions: review and results from paste. Adv Cement Based Mat. 1997;5(1):pp.1–7.
  • Ylmén R, Jäglid U, Steenari BM, et al. Early hydration and setting of Portland cement monitored by IR, SEM and Vicat techniques. Cement Concr Res. 2009;39(5):pp.433–439.
  • Bellotto M. Cement paste prior to setting: a rheological approach. Cement Concr Res. 2013;52:pp.161–168.
  • Demirboğa R, Türkmen İ, Karakoc MB. Relationship between ultrasonic velocity and compressive strength for high-volume mineral-admixtured concrete. Cement Concr Res. 2004;34(12):pp.2329–2336.
  • Gu H, Song G, Dhonde H, et al. Concrete early-age strength monitoring using embedded piezoelectric transducers. Smart Mater Struct. 2006;15(6):p.1837.
  • Wang D, Zhu H. Monitoring of the strength gain of concrete using embedded PZT impedance transducer. Constr Build Mater. 2011;25(9):pp.3703–3708.
  • Chen W, Li Y, Shen P, et al. Microstructural development of hydrating portland cement paste at early ages investigated with non-destructive methods and numerical simulation. J Nondestr Eval. 2013;32(3):pp.228–237.
  • Yılmaz T, Ercikdi B. Predicting the uniaxial compressive strength of cemented paste backfill from ultrasonic pulse velocity test. Case Stud NondestrTest Eval. 2016;31(3):pp.247–266.
  • Feng G, Du X, Zhang Y. ‘Optical-acoustic-stress’ responses in failure progress of cemented gangue-fly ash backfill material under uniaxial compression. Case Stud NondestrTest Eval. 2019;34(2):pp.135–146.
  • Soh CK, Bhalla S. Calibration of piezo-impedance transducers for strength prediction and damage assessment of concrete. Smart Mater Struct. 2005;14(4):p.671.
  • Quinn W, Kelly G, Barrett J. Development of an embedded wireless sensing system for the monitoring of concrete. Struct Health Monit. 2012;11(4):pp.381–392.
  • Kim J, Kim JW, Park S. Early-age concrete strength estimation technique using embedded piezoelectric self-sensing impedance. In: EWSHM-7th european workshop on structural health monitoring. Inria; July, 2014. p. 1048–1054.
  • Saravanan TJ, Balamonica K, Priya CB, et al. Comparative performance of various smart aggregates during strength gain and damage states of concrete. Smart Mater Struct. 2015;24(8):p.085016.
  • Saravanan TJ, Balamonica K, Bharathi Priya C, et al. Piezoelectric EMI–based monitoring of early strength gain in concrete and damage detection in structural components. J Infrastruct Syst. 2017;23(4):p.04017029.
  • Narayanan A, Kocherla A, Subramaniam KV. Embedded PZT sensor for monitoring mechanical impedance of hydrating cementitious materials. J Nondestr Eval. 2017;36(4):p.64.
  • Talakokula V, Bhalla S, Gupta A. Monitoring early hydration of reinforced concrete structures using structural parameters identified by piezo sensors via electromechanical impedance technique. Mech Syst Signal Process. 2018;99:pp.129–141.
  • Wu K, Chen B, Yao W. Study on the AE characteristics of fracture process of mortar. Cement Concrete Res. 2000;30(9):1495–1500.
  • Nair A, Cai CS. Acoustic emission monitoring of bridges: review and case studies. Eng Struct. 2010;32(6):1704–1714.
  • Ozevin D, Harding J. Novel leak localization in pressurized pipeline networks using acoustic emission and geometric connectivity. Int J Press Vessels Pip. 2012;92:63–69.
  • Han Z, Luo H, Zhang Y, et al. Effects of micro-structure on fatigue crack propagation and acoustic emission behaviors in a micro-alloyed steel. Mater Sci Eng A. 2013;559:534–542.
  • Kocur G, Saenger EH, Grosse CU, et al. Time reverse modeling of acoustic emissions in a reinforced concrete beam. Ultrasonics. 2016;65:96–104.
  • Karcili M, Alver N, Ohtsu M. Application of AE rate-process analysis to damaged concrete structures due to earthquake. Mater Struct. 2016;49(6):2171–2178.
  • Chotard TJ, Smith A, Rotureau D, et al. Acoustic emission characterisation of calcium aluminate cement hydration at an early stage. J Eur Ceram Soc. 2003a;23(3):387–398.
  • Chotard TJ, Smith A, Boncoeur MP, et al. Characterisation of early stage calcium aluminate cement hydration by combination of non-destructive techniques: acoustic emission and X-ray tomography. J Eur Ceram Soc. 2003b;23(13):2211–2223.
  • Chotard T, Rotureau D, Smith A. Analysis of acoustic emission signature during aluminous cement setting to characterise the mechanical behaviour of the hard material. J Eur Ceram Soc. 2005;25(16):3523–3531.
  • Lura P, Couch J, Jensen OM, et al. Early-age acoustic emission measurements in hydrating cement paste: evidence for cavitation during solidification due to self-desiccation. Cement Concr Res. 2009;39(10):861–867.
  • Van Den Abeele K, Desadeleer W, De Schutter G, et al. Active and passive monitoring of the early hydration process in concrete using linear and nonlinear acoustics. Cement Concr Res. 2009;39(5):426–432.
  • Iliopoulos SN, El Khattabi Y, Aggelis DG (2016) Influence of the water and aggregate-to-cement ratio on the ae activity of fresh concrete. Proceedings of 19th World Conference on Non-Destructive Testing (WCNDT 2016), Munich, Germany, pp 1–8.
  • Iliopoulos SN, Khattabi YE, Aggelis DG. Towards the establishment of a continuous nondestructive monitoring technique for fresh concrete. J Nondestr Eval. 2016;35(3):37.
  • Thirumalaiselvi A, Sasmal S. Acoustic emission monitoring and classification of signals in cement composites during early-age hydration. Constr Build Mater. 2019;196:pp.411–427.
  • Dzaye ED, De Schutter G, Aggelis DG. Monitoring early-age acoustic emission of cement paste and fly ash paste. Cement Concr Res. 2020;129:p.105964.
  • IS 4031. Methods of physical tests for hydraulic cement, part I. New Delhi: Bureau of Indian Standards; 1968.
  • ASTM Committee C-09 on Concrete and Concrete Aggregates. Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete. West Conshohocken, PA: ASTM International;2013.
  • Rahhal V, Talero R. Influence of two different fly ashes on the hydration of portland cements. J Therm Anal Calorim. 2004;78(1):pp.191–205.
  • Fajun W, Grutzeck MW, Roy DM. The retarding effects of fly ash upon the hydration of cement pastes: the first 24 hours. Cement Concr Res. 1985;15(1):pp.174–184.
  • Nocuń-Wczelik W. Heat evolution in hydrated cementitious systems admixtured with fly ash. J Therm Anal Calorim. 2001;65(2):pp.613–619.
  • Narmluk M, Nawa T. Effect of fly ash on the kinetics of portland cement hydration at different curing temperatures. Cement Concr Res. 2011;41(6):pp.579–589.
  • Han F, Liu R, Wang D, et al. Characteristics of the hydration heat evolution of composite binder at different hydrating temperature. ThermochimicaActa. 2014;586:pp.52–57.
  • Beckemeier KW, 2012. Effects of high volumes of fly ash on cement paste. MS thesis, Department of Civil, Architectural, and Environmental Engineering, Missouri University of Science and Technology, Rolla, MO.
  • Chotard TJ, Smith A, Rotureau D, et al. Acoustic emission characterisation of calcium aluminate cement hydration at an early stage. J Eur Ceram Soc. 2003;23(3):pp.387–398.
  • Lu Y, Zhang J, Li Z. Study on hydration process of early-age concrete using embedded active acoustic and non-contact complex resistivity methods. Constr Build Mater. 2013;46:pp.183–192.
  • Bhalla S. A mechanical impedance approach for structural identification, health monitoring and non-destructive evaluation using piezo-impedance transducers. Doctoral dissertation, Nanyang Technological University, School of Civil & Environmental Engineering, Singapore; 2004.
  • Malhotra VM. Testing hardened concrete: nondestructive methods. Detroit, MI: ACI Monogr; 1976.

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