Normal and High-Strength Lightweight Self-Compacting Concrete Incorporating Perlite, Scoria, and Polystyrene Aggregates at Elevated Temperatures
Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 12
Abstract
Lightweight self-compacting concrete (LWSCC) is an advanced concrete that combines the advantages of both lightweight concrete (LWC) and self-compacting concrete (SCC). This concrete provides an excellent solution to decreasing the self-weight of a structure while making pouring easier and removing the construction challenges and complications. This study examined the impact of elevated temperatures on normal-strength lightweight self-compacting concrete (NSLWSCC) and high-strength lightweight self-compacting concrete (HSLWSCC) through its residual properties vis-à-vis compressive and tensile strengths, modulus of elasticity, mass loss, and spalling intensity. LWSCCs were designed using lightweight aggregate (LWA), which replaced coarse and fine aggregates at certain percentages. Three types of LWA used in this study are scoria, perlite, and polystyrene. Mixes consisted of six NSLWSCCs (50% and 100% scoria, 50% and 100% perlite, 20% and 30% polystyrene) and two HSLWSCCs (50% scoria). The residual properties were measured by heating cylinder specimens to 100°C, 300°C, 600°C, and 900°C. The result shows that the NSLWSCCs tend to achieve maximum strength at 100°C and then gradually decrease as the temperature increases. But in the case of HSLWSCCs, maximum strength was achieved at 300°C. Minor spalling with bubbles, holes, and cracking was observed at only 900°C in the NSLWSCC, while a major explosion occurred at 300°C in the HSLWSCC. The overall result indicates that the magnitude of loss of strength, mass loss, and intensity of spalling is proportional to temperature after a certain point. This study shows how the strength and thermal stability of LWSCC made from scoria, perlite, and polystyrene changes after exposure to high temperatures.
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Acknowledgments
The authors would like to acknowledge the support of the Australian Research Council Discovery Project (Grant No. DP180104035). The authors would like to express their sincere gratitude and appreciation to BASF and Abrams Marketing. The authors would also like to acknowledge Norbu Sonam for his assistance in carrying out the experimental work.
References
Abdelaziz, G. E. 2010. “A study on the performance of lightweight self-consolidated concrete.” Mag. Concr. Res. 62 (1): 39–49. https://doi.org/10.1680/macr.2008.62.1.39.
Abouhussien, A. A., A. A. A. Hassan, and M. K. Ismail. 2015. “Properties of semi-lightweight self-consolidating concrete containing lightweight slag aggregate.” Constr. Build. Mater. 75: 63–73. https://doi.org/10.1016/j.conbuildmat.2014.10.028.
Andiç-Çakır, Ö., E. Yoğurtcu, Ş. Yazıcı, and K. Ramyar. 2009. “Self-compacting lightweight aggregate concrete: Design and experimental study.” Mag. Concr. Res. 61 (7): 519–527. https://doi.org/10.1680/macr.2008.00024.
Arioz, O. 2007. “Effects of elevated temperatures on properties of concrete.” Fire Saf. J. 42 (8): 516–522. https://doi.org/10.1016/j.firesaf.2007.01.003.
Aslani, F. 2013a. “Effects of specimen size and shape on compressive and tensile strengths of self-compacting concrete with or without fibers.” Mag. Concr. Res. 65 (15): 914–929. https://doi.org/10.1680/macr.13.00016.
Aslani, F. 2013b. “Pre-stressed concrete thermal behaviour.” Mag. Concr. Res. 65 (3): 158–171. https://doi.org/10.1680/macr.12.00037.
Aslani, F. 2014. “Experimental and numerical study of time-dependent behaviour of reinforced self-compacting concrete slabs.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Technology.
Aslani, F. 2015a. “Creep behaviour of normal- and high-strength self-compacting concrete.” Struct. Eng. Mech. 53 (5): 921–938. https://doi.org/10.12989/sem.2015.53.5.921.
Aslani, F. 2015b. “Nanoparticles in self-compacting concrete—A review.” Mag. Concr. Res. 67 (20): 1084–1100. https://doi.org/10.1680/macr.14.00381.
Aslani, F. 2018. “Residual bond between concrete and reinforcing GFRP rebars at elevated temperatures.” Proc. Inst. Civ. Eng. Struct. Build. 1–14. https://doi.org/10.1680/jstbu.17.00126.
Aslani, F., and M. Bastami. 2011. “Constitutive models and relationships for normal and high strength concrete at elevated temperatures.” ACI Mater. J. 108 (4): 355–364.
Aslani, F., and M. Bastami. 2014. “Relationship between deflection and crack mouth opening displacement of self-compacting concrete beams with and without fibres.” Mech. Adv. Mater. Struct. 22 (11): 956–967. https://doi.org/10.1080/15376494.2014.906689.
Aslani, F., and J. Kelin. 2018. “Assessment and development of high-performance fibre-reinforced lightweight self-compacting concrete including recycled crumb rubber aggregates exposed to elevated temperatures.” J. Cleaner Prod. 200 (1): 1009–1025. https://doi.org/10.1016/j.jclepro.2018.07.323.
Aslani, F., G. Ma, and G. Muselin. 2018a. “Development of high-performance self-compacting concrete using waste recycled concrete aggregates and rubber granules.” J. Cleaner Prod. 182: 553–566. https://doi.org/10.1016/j.jclepro.2018.02.074.
Aslani, F., G. Ma, D. L. Y. Wan, and V. Le. 2018b. “Experimental investigation into rubber granules and their effects on the fresh and hardened properties of self-compacting concrete.” J. Cleaner Prod. 172 (20): 1835–1847. https://doi.org/10.1016/j.jclepro.2017.12.003.
Aslani, F., and L. Maia. 2013. “Creep and shrinkage of high strength self-compacting concrete: Experimental and numerical analysis.” Mag. Concr. Res. 65 (17): 1044–1058. https://doi.org/10.1680/macr.13.00048.
Aslani, F., L. Maia, and J. Santos. 2017. “Effect of specimen geometry and specimen preparation on the concrete compressive strength test.” Struct. Eng. Mech. 62 (1): 97–106. https://doi.org/10.12989/sem.2017.62.1.097.
Aslani, F., and M. Natoori. 2013. “Stress-strain relationships for steel fibre reinforced self-compacting concrete.” Struct. Eng. Mech. 46 (2): 295–322. https://doi.org/10.12989/sem.2013.46.2.295.
Aslani, F., and B. Samali. 2013. “Predicting the bond between concrete and reinforcing steel at elevated temperatures.” Struct. Eng. Mech. 48 (5): 643–660. https://doi.org/10.12989/sem.2013.48.5.643.
Aslani, F., and B. Samali. 2014a. “Constitutive relationships for steel fiber reinforced concrete at elevated temperatures.” Fire Technol. 50 (5): 1249–1268. https://doi.org/10.1007/s10694-012-0322-5.
Aslani, F., and B. Samali. 2014b. “Flexural toughness characteristics of self-compacting concrete incorporating steel and polypropylene fibers.” Aust. J. Struct. Eng. 15 (3): 269–286. https://doi.org/10.7158/S13-011.2014.15.3.
Aslani, F., and B. Samali. 2015. “Constitutive relationships for self-compacting concrete at elevated temperatures.” Mater. Struct. 48 (1–2): 337–356. https://doi.org/10.1617/s11527-013-0187-1.
AS (Standards Australia). 1974. Methods for sampling and testing aggregates. AS 1141-1974. Sydney, Australia: Standards Australia.
AS (Standards Australia). 1991. Method for securing and testing cores from hardened concrete for compressive strength. AS 1012.14. Sydney, Australia: Standards Australia.
AS (Standards Australia). 1994. Supplementary cementitious materials for use with portland cement—Silica fume. AS 3582.3. Sydney, Australia: Standards Australia.
AS (Standards Australia). 1997. Methods of testing concrete—Determination of the static chord modulus of elasticity and Poisson’s ratio of concrete specimens. AS 1012.17. Sydney, Australia: Standards Australia.
AS (Standards Australia). 1998. Aggregates and rock for engineering purposes. Part 1: Concrete aggregates. AS 2758.1. Sydney, Australia: Standards Australia.
AS (Standards Australia). 2000. Chemical admixtures for concrete, mortar and grout—Admixtures for concrete. AS 1478.1. Sydney, Australia: Standards Australia.
AS (Standards Australia). 2001. Supplementary cementitious materials for use with portland and blended cement—Slag—Ground granulated iron blast-furnace. AS 3582. Sydney, Australia: Standards Australia.
AS (Standards Australia). 2006. Methods of testing portland and blended cements. AS 2350. Sydney, Australia: Standards Australia.
AS (Standards Australia). 2010a. General purpose and blended cements. AS 3972. Sydney, Australia: Standards Australia.
AS (Standards Australia). 2010b. Methods of testing concrete—Determination of indirect tensile strength of concrete cylinders (‘Brazil’ or splitting test). AS 1012.10. Sydney, Australia: Standards Australia.
AS (Standards Australia). 2014. Methods of testing concrete—Compressive strength tests—Concrete, mortar and grout specimens. AS 1012.9. Sydney, Australia: Standards Australia.
AS (Standards Australia). 2015. Methods of testing concrete—Determination of properties related to the consistency of concrete—Slump flow, T500 and J-Ring test. AS 1012.3.5. Sydney, Australia: Standards Australia.
AS (Standards Australia). 2016. Methods of test for supplementary cementitious materials for use with portland and blended cement. AS 3583. Sydney, Australia: Standards Australia.
ASTM. 2005. Standard specification for silica fume used in cementitious mixtures. ASTM C1240. West Conshohocken, PA: ASTM.
Bastami, M., M. Baghbadrani, and F. Aslani. 2014. “Performance of nano-Silica modified high strength concrete at elevated temperatures.” Constr. Build. Mater. 68: 402–408. https://doi.org/10.1016/j.conbuildmat.2014.06.026.
Bingol, A. F., and R. Gul. 2004. “Compressive strength of lightweight aggregate concrete exposed to high temperatures.” Indian J. Eng. Mater. 11: 68–72.
Bogas, J. A., A. Gomes, and M. F. C. Pereira. 2012. “Self-compacting lightweight concrete produced with expanded clay aggregate.” Constr. Build. Mater. 35: 1013–1022. https://doi.org/10.1016/j.conbuildmat.2012.04.111.
Bozkurt, N. 2014. “The high temperature effect on fibre reinforced self-compacting lightweight concrete designed with single and hybrid fibers.” Acta Phys. Polonica A 125 (2): 579–583. https://doi.org/10.12693/APhysPolA.125.579.
Choi, Y. W., Y. J. Kim, H. C. Shin, and H. Y. Moon. 2006. “An experimental research on the fluidity and mechanical properties of high-strength lightweight self-compacting concrete.” Cem. Concr. Res. 36 (9): 1595–1602. https://doi.org/10.1016/j.cemconres.2004.11.003.
De Schutter, G., P. J. M. Bartos, P. Domone, and J. Gibbs. 2008. Self-compacting concrete. Scotland, UK: Whittles Publishing.
EFNARC (European Federation of Specialist Construction Chemicals and Concrete Systems). 2002. “Specification and guidelines for self-compacting concrete.” Accessed August 1, 2017. http://www.efnarc.org/pdf/SandGforSCC.PDF.
EFNARC (European Federation of Specialist Construction Chemicals and Concrete Systems). 2005. “ERMCO the European guidelines for self-compacting concrete.” Accessed August 1, 2017. www.efnarc.org/pdf/SCCGuidelinesMay2005.pdf.
Fares, H., H. Toutanji, K. Pierce, and A. Noumowé. 2015. “Lightweight self-consolidating concrete exposed to elevated temperatures.” J. Mater. Civ. Eng. 27 (12): 04015039. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001285.
Gai-Fei, P., and H. Zhi-Shan. 2008. “Change in microstructure of hardened cement paste subjected to elevated temperatures.” Constr. Build. Mater. 22 (4): 593–599. https://doi.org/10.1016/j.conbuildmat.2006.11.002.
Gencel, O. 2011. “Effect of elevated temperatures on mechanical properties of high-strength concrete containing varying proportions of hematite.” Fire Mater. 36 (3): 217–230. https://doi.org/10.1002/fam.1102.
Gesoglu, M., E. Güneyisi, T. Ozturan, H. O. Oz, and D. S. Asaad. 2015. “Shear thickening intensity of self-compacting concretes containing rounded lightweight aggregates.” Constr. Build. Mater. 79: 40–47. https://doi.org/10.1016/j.conbuildmat.2015.01.012.
Gesoğlu, M., E. Güneyisi, T. Özturan, H.Ö. Öz, and D. S. Asaad. 2014. “Permeation characteristics of self-compacting concrete made with partially substitution of natural aggregates with rounded lightweight aggregates.” Constr. Build. Mater. 59: 1–9. https://doi.org/10.1016/j.conbuildmat.2014.02.031.
Hassan, A. A. A., M. K. Ismail, and J. Mayo. 2015. “Mechanical properties of self-consolidating concrete containing lightweight recycled aggregate in different mixture compositions.” J. Build. Eng. 4: 113–126. https://doi.org/10.1016/j.jobe.2015.09.005.
Her-Yung, W. 2009. “Durability of self-consolidating lightweight aggregate concrete using dredged silt.” Constr. Build. Mater. 23 (6): 2127–2131. https://doi.org/10.1016/j.conbuildmat.2008.12.012.
Husem, M. 2006. “The effects of high temperature on compressive and flexural strengths of ordinary and high-performance concrete.” Fire Saf. J. 41 (2): 155–163. https://doi.org/10.1016/j.firesaf.2005.12.002.
ISO. 1999. Part 1, Elements of building construction: General requirements for fire resistance testing. ISO 834. London: ISO.
Khaliq, W., and V. Kodur. 2011. “Thermal and mechanical properties of fiber reinforced high performance self-consolidating concrete at elevated temperatures.” Cem. Concr. Res. 41 (11): 1112–1122. https://doi.org/10.1016/j.cemconres.2011.06.012.
Kim, Y. J., Y. W. Choi, and M. Lachemi. 2010. “Characteristics of self-consolidating concrete using two types of lightweight coarse aggregates.” Constr. Build. Mater. 24 (1): 11–16. https://doi.org/10.1016/j.conbuildmat.2009.08.004.
Kivrak, S., M. Tuncan, M. I. Onur, G. Arslan, and O. Arioz. 2006. “An economic perspective of advantages of using lightweight concrete in construction.” In Vol. 16 of Proc., 31st Conf. on Our World in Concrete and Structures, 17. Singapore: CI‐Premier PTE.
Kodur, V. 2014. “Properties of concrete at elevated temperatures.” ISRN Civ. Eng. 2014: 1–15. https://doi.org/10.1155/2014/468510.
Koksal, F., O. Gencel, W. Brostow, and H. E. Hagg Lobland. 2012. “Effect of high temperature on mechanical and physical properties of lightweight cement based refractory including expanded vermiculite.” Mater. Res. Innov. 16 (1): 7–13. https://doi.org/10.1179/1433075X11Y.0000000020.
Law Yim Wan, D., F. Aslani, and G. Ma. 2018. “Lightweight self-compacting concrete incorporating perlite, scoria, and polystyrene aggregates.” J. Mater. Civ. Eng. 30 (8): 04018178. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002350.
Lo, T. Y., P. W. C. Tang, H. Z. Cui, and A. Nadeem. 2007. “Comparison of workability and mechanical properties of self-compacting lightweight concrete and normal self-compacting concrete.” Mater. Res. Innovation 11 (1): 45–50. https://doi.org/10.1179/143307507X196239.
Maia, L., and F. Aslani. 2016. “Modulus of elasticity of concretes produced with basaltic aggregate.” Comput. Concr. 17 (1): 129–140. https://doi.org/10.12989/cac.2016.17.1.129.
Okamura, H., K. Ozawa, and M. Ouchi. 2000. “Self-compacting concrete.” Struct. Concr. 1 (1): 3–17. https://doi.org/10.1680/stco.2000.1.1.3.
Poon, C. S., Z. H. Shui, and L. Lam. 2004. “Compressive behavior of fiber reinforced high-performance concrete subjected to elevated temperatures.” Cem. Concr. Res. 34 (12): 2215–2222. https://doi.org/10.1016/j.cemconres.2004.02.011.
Ranjbar, M. M., and S. Y. Mousavi. 2015. “Strength and durability assessment of self-compacted lightweight concrete containing expanded polystyrene.” Mater. Struct. 48 (4): 1001–1011. https://doi.org/10.1617/s11527-013-0210-6.
Ries, J. P., D. A. Crocker, and S. R. Sheetz. 2003. Guide for structural lightweight-aggregate concrete reported by ACI committee 213, 1–38. Farmington Hills, MI: ACI.
Taylor, P. 2013. Curing concrete. 1st ed. Boca Raton, FL: CRC Press.
Topçu, I. B., and T. Uygunoǧlu. 2010. “Effect of aggregate type on properties of hardened self-consolidating lightweight concrete (SCLC).” Constr. Build. Mater. 24 (7): 1286–1295. https://doi.org/10.1016/j.conbuildmat.2009.12.007.
Wenzhong, Z., L. Haiyan, and W. Ying. 2012. “Compressive behaviour of hybrid fiber-reinforced reactive powder concrete after high temperature.” Mater. Des. 41: 403–409. https://doi.org/10.1016/j.matdes.2012.05.026.
Wu, Z., X. Wu, J. Zheng, T. Ueda, and S. Yi. 2013. “An experimental study on the performance of self-compacting lightweight concrete exposed to elevated temperature.” Mag. Concr. Res. 65 (13): 780–786. https://doi.org/10.1680/macr.12.00218.
Wu, Z., Y. Zhang, J. Zheng, and Y. Ding. 2009. “An experimental study on the workability of self-compacting lightweight concrete.” Constr. Build. Mater. 23 (5): 2087–2092. https://doi.org/10.1016/j.conbuildmat.2008.08.023.
Yehia, S., M. Alhamaydeh, and S. Farrag. 2014. “High-strength lightweight SCC matrix with partial normal-weight coarse-aggregate replacement: Strength and durability evaluations.” J. Mater. Civ. Eng. 26 (11): 04014086. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000990.
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©2018 American Society of Civil Engineers.
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Received: Jan 25, 2018
Accepted: Jun 15, 2018
Published online: Oct 4, 2018
Published in print: Dec 1, 2018
Discussion open until: Mar 4, 2019
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