Abstract
This study mainly investigates the cracking index of three different types of concrete (normal, flowing, and self-compacting) due to thermal stresses developed by the heat of hydration in mass concrete block. The hydration heat generated by ten different normal, flowing, and self-compacting concrete mixtures was measured using a semi-adiabatic calorimeter. The cement was replaced by fly ash in varied percentages (20%, 30%, and 40%) to develop normal, flowing, and self-compacting concretes with altering the percentage of fines and the doses of superplasticizer additive. The mechanical (tensile and compressive strength) and thermal properties (thermal conductivity, specific heat capacity and thermal resistivity) of the concrete mixes were measured. Using finite element modeling, the viscoelastic behavior of 2 × 2x2 m concrete block containing 40% fly ash in place of cement was simulated at an early age to predict thermal stresses and cracking indices. The combined experimental and numerical investigations revealed that the three self-compacting concrete mixtures with 20%, 30%, and 40% FA were susceptible to thermal cracking (cracking index > 1). However, the normal concrete with 40% FA has the lowest likelihood of cracking compared to flowing and self-compacting concrete with the same replacement level, due to its lower heat of hydration.
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References
Fonseca TV, Dos Anjos MAS, Ferreira RLS et al (2022) Evaluation of self-compacting concretes produced with ternary and quaternary blends of different SCM and hydrated-lime. Constr Build Mater 320:126235. https://doi.org/10.1016/j.conbuildmat.2021.126235
Kefelegn A, Gebre A (2020) Performance of self-compacting concrete used in congested reinforcement structural element. Eng Struct 214:110665. https://doi.org/10.1016/j.engstruct.2020.110665
Silva YF, Delvasto S (2021) Durability of self-compacting concrete with addition of residue of masonry when exposed to carbonation and chlorides mediums. Constr Build Mater 297:123817. https://doi.org/10.1016/j.conbuildmat.2021.123817
Ghosh D, Abd-Elssamd A, Ma ZJ, Hun D (2021) Development of high-early-strength fiber-reinforced self-compacting concrete. Constr Build Mater 266:121051. https://doi.org/10.1016/j.conbuildmat.2020.121051
Lv M, An X, Bai H et al (2023) Improved mechanical models for self-compacting concrete in the paste rheological thresholds theory considering the pressure between particles. J Build Eng 64:105656. https://doi.org/10.1016/j.jobe.2022.105656
Boukendakdji O, Kadri E-H, Kenai S (2012) Effects of granulated blast furnace slag and superplasticizer type on the fresh properties and compressive strength of self-compacting concrete. Cem Concr Compos 34:583–590. https://doi.org/10.1016/j.cemconcomp.2011.08.013
Siddique R (2011) Properties of self-compacting concrete containing class F fly ash. Mater Des 32:1501–1507. https://doi.org/10.1016/j.matdes.2010.08.043
Faraj RH, Mohammed AA, Omer KM (2022) Self-compacting concrete composites modified with nanoparticles: A comprehensive review, analysis and modeling. J Build Eng 50:104170. https://doi.org/10.1016/j.jobe.2022.104170
Zhang J, Han G, Shen D et al (2022) A new model to predict the optimal mix design of self-compacting concrete considering powder properties and superplasticizer type. J Mater Res Technol 19:3980–3993. https://doi.org/10.1016/j.jmrt.2022.06.130
Shi C, Wu Z, Lv K, Wu L (2015) A review on mixture design methods for self-compacting concrete. Constr Build Mater 84:387–398. https://doi.org/10.1016/j.conbuildmat.2015.03.079
Girish S, Ranganath RV, Vengala J (2010) Influence of powder and paste on flow properties of SCC. Constr Build Mater 24:2481–2488. https://doi.org/10.1016/j.conbuildmat.2010.06.008
Singh N, Kumar P, Goyal P (2019) Reviewing the behaviour of high volume fly ash based self-compacting concrete. J Build Eng 26:100882. https://doi.org/10.1016/j.jobe.2019.100882
Khan M, Ali M (2019) Improvement in concrete behavior with fly ash, silica-fume and coconut fibres. Constr Build Mater 203:174–187. https://doi.org/10.1016/j.conbuildmat.2019.01.103
Shen W, Zhang Z, Li J et al (2022) Experimental investigation on the high-volume fly ash ecological self-compacting concrete. J Build Eng 60:105163. https://doi.org/10.1016/jjobe.2022.105163
Zanjad N, Pawar S, Nayak C (2022) Use of fly ash cenosphere in the construction Industry: a review. Mater Today Proc 62:2185–2190. https://doi.org/10.1016/jmatpr.2022.03.362
Nayak C, Kate G, Thakare S (2021) Optimization of sustainable high-strength–high-volume fly ash concrete with and without steel fiber using Taguchi method and multi-regression analysis. Innov Infrastruct Solut. https://doi.org/10.1007/s41062-021-00472-6
Moghaddam F, Sirivivatnanon V, Vessalas K (2019) The effect of fly ash fineness on heat of hydration, microstructure, flow and compressive strength of blended cement pastes. Case Stud Constr Mater 10:e00218. https://doi.org/10.1016/j.cscm.2019.e00218
Kumar M, Singh SK, Singh NP (2012) Heat evolution during the hydration of Portland cement in the presence of fly ash, calcium hydroxide and super plasticizer. Thermochim Acta 548:27–32. https://doi.org/10.1016/j.tca.2012.08.028
Sun J, Kong KH, Lye CQ, Quek ST (2022) Effect of ground granulated blast furnace slag on cement hydration and autogenous healing of concrete. Constr Build Mater 315:125365. https://doi.org/10.1016/j.conbuildmat.2021.125365
Ji G, Peng X, Wang S et al (2021) Influence of magnesium slag as a mineral admixture on the performance of concrete. Constr Build Mater 295:123619. https://doi.org/10.1016/j.conbuildmat.2021.123619
Yang R, He T (2021) Influence of liquid accelerators combined with mineral admixtures on early hydration of cement pastes. Constr Build Mater 295:123659. https://doi.org/10.1016/j.conbuildmat.2021.123659
Nagaratnam BH, Rahman ME, Mirasa AK et al (2016) Workability and heat of hydration of self-compacting concrete incorporating agro-industrial waste. J Clean Prod 112:882–894. https://doi.org/10.1016/j.jclepro.2015.05.112
Xie Y, Du W, Xu Y et al (2023) Temperature field evolution of mass concrete: from hydration dynamics, finite element models to real concrete structure. J Build Eng 65:105699. https://doi.org/10.1016/j.jobe.2022.105699
Chiniforush AA, Gharehchaei M, Akbar Nezhad A et al (2022) Numerical simulation of risk mitigation strategies for early-age thermal cracking and DEF in concrete. Constr Build Mater 322:126478. https://doi.org/10.1016/j.conbuildmat.2022.126478
Smolana A, Klemczak B, Azenha M, Schlicke D (2021) Early age cracking risk in a massive concrete foundation slab: comparison of analytical and numerical prediction models with on- site measurements. Constr Build Mater 301:124135. https://doi.org/10.1016/j.conbuildmat.2021.124135
Zreiki J, Bouchelaghem F, Chaouche M (2010) Early-age behaviour of concrete in massive structures, experimentation and modelling. Nucl Eng Des 240:2643–2654. https://doi.org/10.1016/j.nucengdes.2010.07.010
ASTM C470 / C470M-15 (2015) Standard Specification for Molds for Forming Concrete Test Cylinders Vertically, ASTM International, West Conshohocken, PA, www.astm.org
ASTMC39/C39M-21 (2015) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, ASTM International, West Conshohocken, PA, www.astm.orgorg
ASTM C496 (1996) Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens, ASTM International, West Conshohocken, PA, 1996 www.astm.orgorg
Orakoglu Firat ME (2021) Experimental study and modelling of the thermal conductivity of frozen sandy soil at different water contents. Measurement 181:109586. https://doi.org/10.1016/j.measurement.2021.109586
“TEMPOS meter.” (2021) http://publications.metergroup.com/Manuals/20645 TEMPOS_Manual_Web.pdf (accessed Aug. 09, 2021)
Saeed MK, Rahman MK, Baluch MH (2019) Influence of steel and polypropylene fibers on cracking due to heat of hydration in mass concrete structures. Struct Concr. https://doi.org/10.1002/suco.201800144
Saeed MK (2013) Experimental Investigation and Modeling the Heat of Hydration in Mass Concrete Structures [PhD dissertation]. King Fahd of Petroleum and minerals University, Saudi Arabia
Sargam Y, Faytarouni M, Riding K et al (2019) Predicting thermal performance of a mass concrete foundation – a field monitoring case study. Case Stud Constr Mater 11:e00289. https://doi.org/10.1016/j.cscm.2019.e00289
Smolana A, Klemczak B, Azenha M, Schlicke D (2021) Early age cracking risk in a massive concrete foundation slab: comparison of analytical and numerical prediction models with on-site measurements. Constr Build Mater 301:124135. https://doi.org/10.1016/j.conbuildmat.2021.124135
Saeed MK, Rahman MK, Alfawzan M et al (2022) Investigating the potential use of date Kernel Ash (DKA) as a partial cement replacement in concrete. Mater Basel Switzerland. https://doi.org/10.3390/ma15248866
Saha AK (2018) Effect of class F fly ash on the durability properties of concrete. Sustain Environ Res 28:25–31. https://doi.org/10.1016/j.serj.2017.09.001
Chiniforush AA, Gharehchaei M, Akbar Nezhad A et al (2021) Minimising risk of early-age thermal cracking and delayed ettringite formation in concrete – a hybrid numerical simulation and genetic algorithm mix optimisation approach. Constr Build Mater 299:124280. https://doi.org/10.1016/j.conbuildmat.2021.124280
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Saeed, M.K. Experimental and numerical investigation for the cracking potential of self-compacting concrete (SCC) at early age. Innov. Infrastruct. Solut. 8, 120 (2023). https://doi.org/10.1007/s41062-023-01091-z
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DOI: https://doi.org/10.1007/s41062-023-01091-z