Technical Papers
Sep 27, 2021

Evaluation of Mechanical Properties of Concrete after Exposure to Elevated Temperatures Using Ultrasonic Pulse Velocity Measurement and a Split-Hopkinson Pressure Bar

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 12

Abstract

To obtain a precise safety evaluation of concrete structures after exposure to the fire hazard, it is critical to comprehend the residual static and dynamic mechanical properties of concrete after exposure to elevated temperature. In this study, the residual mechanical performance of concrete exposed to different elevated temperatures were investigated under the static and dynamic loading, where the compression test, the splitting test, the ultrasonic pulse velocity (UPV), and the Split-Hopkinson pressure bar (SHPB) test were performed, and the deterioration of thermal performance in concrete was interpreted by mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM) in detail. Results show that the microstructural change and porosity variation greatly influence the final dynamic mechanical performance subjected to different temperatures. Meanwhile, the effect of strain rate and softening effect due to high temperature also play important roles concerning mechanical performance. Finally, the relationship between the dynamic splitting tensile strength ratio of concrete samples and the temperature is proposed. Meanwhile, the connection between the strain rate and dynamic increase factor under different temperatures was also presented.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

Financial support to complete this study was in part provided by the National Science Foundation of China under Grant Nos. 51379186 and 51522905, China. Thanks are due to Drs. Hedong Li, Qi Zhang, and Yu Peng for their participation in various research projects.

References

Akçaoğlu, T., M. Tokyay, and T. Çelik. 2002. “Effect of coarse aggregate size on interfacial cracking under uniaxial compression.” Mater. Lett. 57 (4): 828–833. https://doi.org/10.1016/S0167-577X(02)00881-9.
ASTM. 2009. Standard test method for pulse velocity through concrete. West Conshohocken, PA: ASTM.
Bailey, C. 2000. “The influence of the thermal expansion of beams on the structural behaviour of columns in steel-framed structures during a fire.” Eng. Struct. 22 (7): 755–768. https://doi.org/10.1016/S0141-0296(99)00028-0.
Bailey, C.-G., T. Lennon, and D.-B. Moore. 1999. “The behaviour of full-scale steel-framed buildings subjected to compartment fires.” Struct. Eng. 77 (8): 15–21.
Behnood, A., and M. Ghandehari. 2009. “Comparison of compressive and splitting tensile strength of high-strength concrete with and without polypropylene fibers heated to high temperatures.” Fire Saf. J. 44 (8): 1015–1022. https://doi.org/10.1016/j.firesaf.2009.07.001.
Bogas, J. A., M. G. Gomes, and A. Gomes. 2013. “Compressive strength evaluation of structural lightweight concrete by non-destructive ultrasonic pulse velocity method.” Ultrasonics 53 (5): 962–972. https://doi.org/10.1016/j.ultras.2012.12.012.
Chen, L., Q. Fang, X.-Q. Jiang, Z. Ruan, and J. Hong. 2015. “Combined effects of high temperature and high strain rate on normal weight concrete.” Int. J. Impact Eng. 86 (Dec): 40–56. https://doi.org/10.1016/j.ijimpeng.2015.07.002.
Chu, H.-Y., J.-Y. Jiang, W. Sun, and M.-Z. Zhang. 2016. “Thermal behavior of siliceous and ferro-siliceous sacrificial concrete subjected to elevated temperatures.” Mater. Des. 95 (Apr): 470–480. https://doi.org/10.1016/j.matdes.2016.01.127.
Gao, D.-Y., D.-M. Yan, and X.-Y. Li. 2012. “Splitting strength of GGBFS concrete incorporating with steel fiber and polypropylene fiber after exposure to elevated temperatures.” Fire Saf. J. 54 (Nov): 67–73. https://doi.org/10.1016/j.firesaf.2012.07.009.
Gao, P. W., X.-L. Lu, C.-X. Yang, X.-Y. Li, N.-N. Shi, and S.-C. Jin. 2008. “Microstructure and pore structure of concrete mixed with superfine phosphorous slag and superplasticizer.” Constr. Build. Mater. 22 (5): 837–840. https://doi.org/10.1016/j.conbuildmat.2006.12.015.
Hendy, C. R., and D. A. Smith. 2007. Designers’ guide to EN 1992-2: Eurocode 2: Design of concrete structures: Part 2: Concrete bridges. London: Thomas Telford.
Huang, S., and K. Xia. 2015. “Effect of heat-treatment on the dynamic compressive strength of Longyou sandstone.” Eng. Geol. 191 (May): 1–7. https://doi.org/10.1016/j.enggeo.2015.03.007.
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.
Lafhaj, Z., M. Goueygou, A. Djerbi, and M. Kaczmarek. 2006. “Correlation between porosity, permeability and ultrasonic parameters of mortar with variable water/cement ratio and water content.” Cem. Concr. Res. 36 (4): 625–633. https://doi.org/10.1016/j.cemconres.2005.11.009.
Lee, S., K.-M. Kim, and J.-Y. Cho. 2017. “Investigation into pure rate effect on dynamic increase factor for concrete compressive strength.” Procedia Eng. 210 (Jan): 11–17. https://doi.org/10.1016/j.proeng.2017.11.042.
Li, Z. W., J.-Y. Xu, and E. Bai. 2012. “Static and dynamic mechanical properties of concrete after high temperature exposure.” Mater. Sci. Eng., A 544 (May): 27–32. https://doi.org/10.1016/j.msea.2012.02.058.
Liang, X.-W., C.-Q. Wu, Y.-K. Yang, and Z.-X. Li. 2019. “Experimental study on ultra-high performance concrete with high fire resistance under simultaneous effect of elevated temperature and impact loading.” Cem. Concr. Compos. 98 (Apr): 29–38. https://doi.org/10.1016/j.cemconcomp.2019.01.017.
Malvar, L. J., and C. A. Ross. 1998. “Review of strain rate effects for concrete in tension.” ACI Mater. J. 95 (Nov): 735–739.
Neville, A. M. 1995. Properties of concrete. London: Longman.
Noumowe, A. N., P. Clastres, G. Debicki, and M. Bolvin. 1994. “High temperature effect on high performance concrete (70–600°C) strength and porosity.” Spec. Publ. 145 (May): 157–172.
Patel, H.-H., C.-H. Bland, and A.-B. Poole. 1995. “The microstructure of concrete cured at elevated temperatures.” Cem. Concr. Res. 25 (3): 485–490. https://doi.org/10.1016/0008-8846(95)00036-C.
Phan, L. T., J.-R. Lawson, and F.-L. Davis. 2001. “Effects of elevated temperature exposure on heating characteristics, spalling, and residual properties of high performance concrete.” Mater. Struct. 34 (2): 83–91. https://doi.org/10.1007/BF02481556.
Wang, Z.-L., Y.-S. Liu, and R.-F. Shen. 2008. “Stress–strain relationship of steel fiber-reinforced concrete under dynamic compression.” Constr. Build. Mater. 22 (5): 811–819. https://doi.org/10.1016/j.conbuildmat.2007.01.005.
Xie, Y.-J., Q. Fu, K.-R. Zheng, Q. Yuan, and H. Song. 2014. “Dynamic mechanical properties of cement and asphalt mortar based on SHPB test.” Constr. Build. Mater. 70 (Nov): 217–225. https://doi.org/10.1016/j.conbuildmat.2014.07.092.
Yang, H., Y. Lin, C. Hsiao, and J.-Y. Liu. 2009. “Evaluating residual compressive strength of concrete at elevated temperatures using ultrasonic pulse velocity.” Fire Saf. J. 44 (1): 121–130. https://doi.org/10.1016/j.firesaf.2008.05.003.
Ye, G., X. Liu, G.-D. Schutter, L. Taerwe, and P. Vandevelde. 2007. “Phase distribution and microstructural changes of self-compacting cement paste at elevated temperature.” Cem. Concr. Res. 37 (6): 978–987. https://doi.org/10.1016/j.cemconres.2007.02.011.
Yim, H. J., J.-H. Kim, S.-J. Park, and H.-G. Kwak. 2012. “Characterization of thermally damaged concrete using a nonlinear ultrasonic method.” Cem. Concr. Res. 42 (11): 1438–1446. https://doi.org/10.1016/j.cemconres.2012.08.006.
Yin, Z. Q., W.-S. Chen, H. Hao, J.-C. Chang, G.-M. Zhao, Z.-Y. Chen, and K. Peng. 2020. “Dynamic compressive test of gas-containing coal using a modified split Hopkinson pressure bar system.” Rock Mech. Rock Eng. 53 (2): 815–829. https://doi.org/10.1007/s00603-019-01955-w.
Zhang, M.-H., V.-P.-W. Shim, G. Lu, and C.-W. Chew. 2005. “Resistance of high-strength concrete to projectile impact.” Int. J. Impact Eng. 31 (7): 825–841. https://doi.org/10.1016/j.ijimpeng.2004.04.009.
Zhang, X.-H., H. Hao, M.-H. Li, Z.-H. Zong, and J.-W. Bruechert. 2020. “The blast resistant performance of concrete-filled steel-tube segmental columns.” J. Constr. Steel Res. 168 (May): 105997. https://doi.org/10.1016/j.jcsr.2020.105997.
Zw, W., and L. Hz. 1999. High performance concrete. [In Chinese.] Beijing: Railway Press of China.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 12December 2021

History

Received: Nov 24, 2020
Accepted: Apr 16, 2021
Published online: Sep 27, 2021
Published in print: Dec 1, 2021
Discussion open until: Feb 27, 2022

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Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. ORCID: https://orcid.org/0000-0003-2522-3342. Email: [email protected]
Ye Tian, Ph.D. [email protected]
Associate Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Kanghua Liu [email protected]
Master Student, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Shikun Chen, Ph.D. [email protected]
Postdoctoral Researcher, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou, 310058, China. Email: [email protected]
Qiang Zeng, Ph.D. [email protected]
Associate Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Shaoqin Ruan, Ph.D. [email protected]
Assistant Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author). Email: [email protected]

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Cited by

  • Dynamic Mechanical Properties and Mechanisms of Ordinary Concrete after High Temperature, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-16996, 36, 3, (2024).
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  • Machine learning techniques to evaluate the ultrasonic pulse velocity of hybrid fiber-reinforced concrete modified with nano-silica, Frontiers in Materials, 10.3389/fmats.2022.1098304, 9, (2022).
  • Investigation on the quasi-static mechanical properties and dynamic compressive behaviors of ultra-high performance concrete with crumbed rubber powders, Materials and Structures, 10.1617/s11527-022-01904-0, 55, 3, (2022).
  • Coupling effects of axial static pressure ratio and high temperature on dynamic mechanical properties and crushing fractal characteristics of concrete under static-dynamic coupled loads, Journal of Building Engineering, 10.1016/j.jobe.2022.105114, 59, (105114), (2022).
  • Effect of fiber content and fiber length on the dynamic compressive properties of strain-hardening ultra-high performance concrete, Construction and Building Materials, 10.1016/j.conbuildmat.2022.127024, 328, (127024), (2022).

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