Technical Papers
May 25, 2020

Acoustic Emission Characteristics and Dynamic Damage Constitutive Relation of Shale-Ceramsite Concrete Subjected to Loading Tests

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 8

Abstract

To reveal the damage evolution mechanism and dynamic mechanical performances of lightweight shale ceramsite concrete (LWSCC), the damage evolution process and dynamic impact characteristics of LWSCC were studied by acoustic emission monitoring and split hopkinson pressure bar (SHPB) testing. Results show that in the quasi-static unconfined compression test, the ringing count and energy value are closely related to the strain, and 60% strain is the transition point of the crack growth rate. The growth curve of acoustic emission events lags the stress growth. The inflection point appears at 65% strain of the stress-strain curve, and that in turn appears at 72% strain of the acoustic emission event-strain curve. With the increase of the strain rate, the stress peak, incident wave energy, absorbed energy, and specific energy absorption values all increase, and the strain-rate effect is obvious. Based on the monitoring data of acoustic emission, the damage evolution equation of LWSCC was established under uniaxial compressive testing, and the dynamic damage constitutive relation was constructed of LWSCC under high-strain-rate impact testing. The conclusions obtained in this study provide a theoretical basis for the design of antishock structures.

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Data Availability Statement

No data were generated or analyzed during the study.

Acknowledgments

This work was financially supported by the National Natural Science Foundation of China (51774112 and 51474188), the International Cooperation Project of Henan Science and Technology Department (182102410060), and the Doctoral Fund of Henan Polytechnic University (B2015-67).

References

Akcay, B., and M. A. Tasdemir. 2010. “Effects of distribution of lightweight aggregates on internal curing of concrete.” Cem. Concr. Compos. 32 (8): 611–616. https://doi.org/10.1016/j.cemconcomp.2010.07.003.
Aldahdooh, M. A. A., N. M. Bunnori, and M. A. M. Johari. 2013. “Damage evaluation of reinforced concrete beams with varying thickness using the acoustic emission technique.” Constr. Build. Mater. 44 (Jul): 812–821. https://doi.org/10.1016/j.conbuildmat.2012.11.099.
Bai, E. L., J. Y. Xu, S. Lu, K. X. Linc, and Y. M. Zhang. 2018. “Comparative study on the dynamic properties of lightweight porous concrete.” RSC Adv. 8 (26): 14454–14461. https://doi.org/10.1039/C8RA00082D.
Chen, J. Y., Z. X. Zhang, H. W. Dong, and J. Zhu. 2011. “Experimental study on dynamic damage evolution of concrete under multi-axial stresses.” Eng. Fail. Anal. 18 (7): 1784–1790. https://doi.org/10.1016/j.engfailanal.2011.04.006.
Ji, H. G., L. H. Jia, and Z. D. Li. 1996. “Study on the AE-mode of concrete damage.” Acta Acustica 21 (4): 601–608.
Jiang, J., J. S. Xu, Z. S. Zhang, and X. Chen. 2016. “Rate-dependent compressive behavior of EPDM insulation: Experimental and constitutive analysis.” Mech. Mater. 96 (May): 30–38. https://doi.org/10.1016/j.mechmat.2016.02.003.
Karcili, M., N. Alver, and M. Ohtsu. 2016. “Application of AE rate-process analysis to damaged concrete structures due to earthquake.” Mater. Struct. 49 (6): 2171–2178. https://doi.org/10.1617/s11527-015-0641-3.
Kwon, S. J., K. H. Yang, and J. H. Mun. 2018. “Flexural tests on externally post-tensioned lightweight concrete beams.” Eng. Struct. 164 (Jun): 128–140. https://doi.org/10.1016/j.engstruct.2018.02.064.
Lu, Y. Y., and Z. J. Li. 2012. “Study of the relationship between concrete fracture energy and AE signal energy under uniaxial compression.” J. Mater. Civ. Eng. 5 (24): 538–547. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000418.
Muralidhara, S., B. K. Raghu Prasad, H. Eskandari, and B. L. Karihaloo. 2010. “Fracture process zone size and true fracture energy of concrete using acoustic emission.” Constr. Build. Mater. 24 (4): 479–486. https://doi.org/10.1016/j.conbuildmat.2009.10.014.
Sagar, R. V., B. K. Raghu Prasad, and B. L. Karihaloo. 2010. “Verification of the applicability of lattice model to concrete fracture by AE study.” Int. J. Fract. 161 (2): 121–129. https://doi.org/10.1007/s10704-009-9431-7.
Suzuki, T., and M. Ohtsu. 2004. “Quantitative damage evaluation of structural concrete by a compression test based on AE rate process analysis.” Constr. Build. Mater. 18 (3): 197–202. https://doi.org/10.1016/j.conbuildmat.2003.10.009.
Suzuki, T., M. Ohtsu, and M. Shigeishi. 2007. “Relative damage evaluation of concrete in a road bridge by AE rate-process analysis.” Mater. Struct. 40 (2): 221–227. https://doi.org/10.1617/s11527-006-9133-9.
Tian, Y., S. Shi, K. Jia, and S. Hu. 2015. “Mechanical and dynamic properties of high strength concrete modified with lightweight aggregates presaturated polymer emulsion.” Constr. Build. Mater. 93 (Sep): 1151–1156. https://doi.org/10.1016/j.conbuildmat.2015.05.015.
Wang, C., Y. M. Zhang, and A. Ma. 2011. “Investigation into the fatigue damage process of rubberized concrete and plain concrete by AE analysis.” J. Mater. Civ. Eng. 7 (23): 953–960. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000257.
Wang, H. T., and L. C. Wang. 2013. “Experimental study on static and dynamic mechanical properties of steel fiber reinforced lightweight aggregate concrete.” Constr. Build. Mater. 38 (Jan): 1146–1151. https://doi.org/10.1016/j.conbuildmat.2012.09.016.
Wang, S. R., C. Y. Li, Z. S. Zou, and X. L. Liu. 2016. “Acoustic emission characteristics of instability process of a rock plate under concentrated loading.” Fract. Struct. Integr. 10 (36): 182–190. https://doi.org/10.3221/IGF-ESIS.36.18.
Wang, S. R., H. G. Xiao, P. Hagan, and Z. S. Zou. 2017a. “Mechanical behavior of fully-grouted bolt in jointed rocks subjected to double shear tests.” DYNA-Ingeniería e Industria 92 (1): 314–320. https://doi.org/10.6036/8325.
Wang, X. F., C. Fang, W. Q. Kuang, D. W. Li, N. X. Han, and F. Xing. 2017b. “Experimental study on early cracking sensitivity of lightweight aggregate concrete.” Constr. Build. Mater. 36 (Apr): 173–183. https://doi.org/10.1016/j.conbuildmat.2016.12.069.
Wu, X. G., S. R. Wang, J. H. Yang, and S. Zhu. 2019. “Experimental study on mechanical performances of different fiber reinforced lightweight concretes.” Rom. J. Mater. 49 (3): 434–442.
Zhang, H., Y. Liu, H. Sun, and S. F. Wu. 2016. “Transient dynamic behavior of polypropylene fiber reinforced mortar under compressive impact loading.” Constr. Build. Mater. 111 (May): 30–42. https://doi.org/10.1016/j.conbuildmat.2016.02.049.
Zhang, H., B. Wang, A. Y. Xie, and Y. Z. Qi. 2017. “Experimental study on dynamic mechanical properties and constitutive model of basalt fiber reinforced concrete.” Constr. Build. Mater. 152 (Oct): 154–167. https://doi.org/10.1016/j.conbuildmat.2017.06.177.
Zhang, L. H., X. H. Yao, S. G. Zang, and Q. Han. 2015. “Temperature and strain rate dependent tensile behavior of a transparent polyurethane interlayer.” Mater. Des. 65 (Jan): 1181–1188. https://doi.org/10.1016/j.matdes.2014.08.054.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 8August 2020

History

Received: Nov 10, 2019
Accepted: Jan 22, 2020
Published online: May 25, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 25, 2020

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Shuren Wang [email protected]
Professor, International Joint Research Laboratory of Henan Province for Underground Space Development and Disaster Prevention, Henan Polytechnic Univ., Jiaozuo 454003, China; Director, School of Minerals and Energy Resources Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia (corresponding author). Email: [email protected]
Xiaogang Wu
Doctoral Candidate, International Joint Research Laboratory of Henan Province for Underground Space Development and Disaster Prevention, Henan Polytechnic Univ., Jiaozuo 454003, China; Henan Province Engineering Laboratory for Eco-architecture and the Built Environment, Henan Polytechnic Univ., Jiaozuo 454003, China.
Jianhui Yang
Professor, International Joint Research Laboratory of Henan Province for Underground Space Development and Disaster Prevention, Henan Polytechnic Univ., Jiaozuo 454003, China; Director, Henan Province Engineering Laboratory for Eco-architecture and the Built Environment, Henan Polytechnic Univ., Jiaozuo 454003, China.
Sen Zhu
Graduate Student, International Joint Research Laboratory of Henan Province for Underground Space Development and Disaster Prevention, Henan Polytechnic Univ., Jiaozuo 454003, China; Henan Province Engineering Laboratory for Eco-architecture and the Built Environment, Henan Polytechnic Univ., Jiaozuo 454003, China.

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