Experimental Study on Dynamic Performance of Plain Concrete and Lightweight Aggregate Concrete under Uniaxial Loading
Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 9
Abstract
To examine the uniaxial behaviors of plain concrete and lightweight aggregate concrete under dynamic loadings, the plain concrete specimens and lightweight aggregate concrete specimens prepared by shale ceramsite were designed and tested under the loading strain rate range of . The hydraulic servo machine and shear device were applied to conduct the uniaxial compression, splitting tensile, and shear tests of both types of concretes, and the failure modes and stress-strain curves of two concrete at varying loading conditions were obtained from the test results. By comparing and analyzing the test results, the following conclusions are obtained: the failure of cementing layer occurs in plain concrete at low strain rates, while some coarse aggregates are damaged at high strain rates, but the failure of lightweight aggregate concrete is caused by the fracture of shale ceramsite at all strain rates. As the loading strain rate increases, the uniaxial compressive strength, splitting tensile strength, and shear strength of plain concrete and lightweight aggregate concrete are significantly increased, with the improved percentages of 35.63%, 43.75%, and 41.29% for plain concrete and 44.87%, 55.97%, and 49.44% for light aggregate concrete, respectively. For both types of concrete, the increase of strain rate has a more significant effect on the increase of splitting strength than compressive strength. In addition, the strain rate effect on the strength of lightweight aggregate concrete is significantly higher than that of plain concrete. The dynamic increase factor of peak stress of both concretes under uniaxial loadings is linearly related to the dimensionless logarithmic values of the strain rate. Based on the test results and analysis, two different relationship expressions between compressive strength, splitting tensile strength, and shear strength of two types of concretes are proposed, and the dynamic effects of concrete are explored from the perspective of the damage mechanism. This study is meaningful to the engineering applications and development of plain concrete and lightweight aggregate concrete.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
This work was supported by the Fundamental Research Funds for the Central Universities and Postgraduate Research & Practice Innovation Program of Jiangsu Province under Grant No. KYCX_170132. The authors are very grateful for the support of these funds and convey their appreciation to the organizations for supporting this basic study.
References
Chen, X., S. Wu, and J. Zhou. 2015. “Large-beam tests on mechanical behavior of dam concrete under dynamic loading.” J. Mater. Civ. Eng. 27 (10): 06015001. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001263.
China National Standards. 2002. Technical specification for lightweight aggregate concrete. JGJ 51-2002. Beijing: China Architecture and Building Press.
China National Standards. 2011. Specification for mix proportion design of ordinary concrete. JGJ 55-2011. Beijing: China Architecture and Building Press.
China National Standards. 2019. Standard for test methods of concrete physical and mechanical properties. GB/T 50081-2019. Beijing: China Architecture and Building Press.
Chi, Y., L. Xu, G. Mei, N. Hu, and J. Su. 2014. “A unified failure envelope for hybrid fibre reinforced concrete subjected to true triaxial compression.” Compos. Struct. 109 (Mar): 31–40. https://doi.org/10.1016/j.compstruct.2013.10.054.
Cui, J., H. Hao, and Y. Shi. 2017. “Discussion on the suitability of concrete constitutive models for high-rate response predictions of RC structures.” Int. J. Impact Eng. 106: 202–216. https://doi.org/10.1016/j.ijimpeng.2017.04.003.
Evans, R. H., J. L. M. Morrison, and R. H. Wood. 1942. “Correspondence effect of rate of loading on the mechanical properties of some materials.” J. Inst. Civ. Eng. 18 (8): 563–567. https://doi.org/10.1680/ijoti.1942.13836.
Grote, D. L., S. W. Park, and M. Zhou. 2001. “Dynamic behavior of concrete at high strain rates and pressures: I. Experimental characterization.” Int. J. Impact Eng. 25 (9): 869–886. https://doi.org/10.1016/S0734-743X(01)00020-3.
Guo, Z. 1997. Strength and deformation of concrete: Experimental foundation and constitutive relationship, 166–167. [In Chinese.] Beijing: Tsinghua University Press.
Hughes, B. P., and R. Gregory. 1972. “Concrete subjected to high rates of loading in compression.” Mag. Concr. Res. 24 (78): 25–36. https://doi.org/10.1680/macr.1972.24.78.25.
Lambert, D. E., and C. A. Ross. 2000. “Strain rate effects on dynamic fracture and strength.” Int. J. Impact Eng. 24 (10): 985–998. https://doi.org/10.1016/S0734-743X(00)00027-0.
Lee, J., and G. L. Fenves. 1998. “A plastic-damage concrete model for earthquake analysis of dams.” Earthquake Eng. Struct. Dyn. 27 (9): 937–956. https://doi.org/10.1002/(SICI)1096-9845(199809)27:9%3C937::AID-EQE764%3E3.0.CO;2-5.
Li, B., H. Fang, H. He, K. Yang, C. Chen, and F. Wang. 2019a. “Numerical simulation and full-scale test on dynamic response of corroded concrete pipelines under multi-field coupling.” Constr. Build. Mater. 200 (Mar): 368–386. https://doi.org/10.1016/j.conbuildmat.2018.12.111.
Li, F., Z. Yu, and Y. Hu. 2019b. “Experimental study on dynamic performance of self-compacting lightweight aggregate concrete under compression.” Adv. Civ. Eng. 2019: 5384601.
Maclean, T. J., and A. Lloyd. 2021. “High strain rate and low temperature effects on the compressive behaviour of concrete.” Int. J. Prot. Struct. 12 (1): 204141962092741.
Massone, L. M., and E. Bass. 2020. “Dynamic shear amplification of reinforced concrete coupled walls.” Eng. Struct. 220: 110867. https://doi.org/10.1016/j.engstruct.2020.110867.
Mussa, M. H., A. A. Mutalib, H. Roszilah, and S. N. Raman. 2018. “Dynamic properties of high volume fly ash nanosilica (HVFANS) concrete subjected to combined effect of high strain rate and temperature.” Latin Am. J. Solids Struct. 15 (1): e06. https://doi.org/10.1590/1679-78254900.
Pajak, M., J. Janiszewski, and L. Kruszka. 2019. “Laboratory investigation on the influence of high compressive strain rates on the hybrid fibre reinforced self-compacting concrete.” Constr. Build. Mater. 227 (Dec): 1–15.
Radlińska, A., M. Kaszyńska, A. Zieliński, and H. Ye. 2018. “Early-age cracking of self-consolidating concrete with lightweight and normal aggregates.” J. Mater. Civ. Eng. 30 (10): 04018242. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002407.
Shang, S., and Y. Song. 2013. “Dynamic biaxial tensile–compressive strength and failure criterion of plain concrete.” Constr. Build. Mater. 40 (Mar): 322–329.
Song, Y., P. Lu, and J. Hou. 2002. “Concrete splitting tensile strength and failure criterion for different loading rate and lateral stress.” [In Chinese.] ShuiLi XueBao 33 (3): 1–5.
Tiwari, B., B. Ajmera, and D. Villegas. 2018. “Dynamic properties of lightweight cellular concrete for geotechnical applications.” J. Mater. Civ. Eng. 30 (2): 04017271. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002155.
Watstein, D. 1953. “Effect of straining rate on the compressive strength and elastic properties of concrete.” ACI J. Proc. 49 (4): 729–744.
Xiao, J., L. Li, L. Shen, and J. Yuan. 2015. “Effects of strain rate on mechanical behavior of modeled recycled aggregate concrete under uniaxial compression.” Constr. Build. Mater. 93 (Sep): 214–222. https://doi.org/10.1016/j.conbuildmat.2015.04.053.
Xiao, S. Y., H. N. Li, and G. Lin. 2008. “Dynamic behaviour and constitutive model of concrete at different strain rates.” Mag. Concr. Res. 60 (4): 271–278. https://doi.org/10.1680/macr.2008.60.4.271.
Yan, D., and G. Lin. 2006. “Dynamic properties of concrete in direct tension.” Cem. Concr. Res. 36 (7): 1371–1378. https://doi.org/10.1016/j.cemconres.2006.03.003.
Yan, D., and G. Lin. 2007. “Dynamic behaviour of concrete in biaxial compression.” Mag. Concr. Res. 59 (1): 45–52. https://doi.org/10.1680/macr.2007.59.1.45.
Yan, D., S. Xu, G. Chen, and H. Li. 2014. “Biaxial behaviour of plain concrete subjected to dynamic compression with constant lateral stress.” Struct. Concr. 15 (2): 202–209. https://doi.org/10.1002/suco.201300057.
Yu, Q. L., D. J. Glas, and H. J. H. Brouwers. 2020. “Effects of hydrophobic expanded silicate aggregates on properties of structural lightweight aggregate concrete.” J. Mater. Civ. Eng. 32 (6): 06020006. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003198.
Yu, Z., Q. Huang, X. Xie, and N. Xiao. 2018. “Experimental study and failure criterion analysis of plain concrete under combined compression-shear stress.” Constr. Build. Mater. 179: 198–206. https://doi.org/10.1016/j.conbuildmat.2018.05.242.
Zeng, S., X. Ren, and J. Li. 2012. “Triaxial behavior of concrete subjected to dynamic compression.” J. Struct. Eng. 139 (9): 1582–1592. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000686.
Zhang, H., L. Bai, Y. Qi, H. Hong, A. Neupane, and Q. Pan. 2020. “Impact of splitting tensile properties and dynamic constitutive model of fly ash concrete.” J. Mater. Civ. Eng. 32 (8): 04020225. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003302.
Zhou, J., J. Pan, C. K. Y. Leung, and Z. Li. 2014. “Experimental study on mechanical behavior of high performance concrete under multi-axial compressive stress.” Sci. China Technol. Sci. 57 (12): 2514–2522. https://doi.org/10.1007/s11431-014-5716-9.
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© 2021 American Society of Civil Engineers.
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Received: Oct 5, 2020
Accepted: Jan 20, 2021
Published online: Jun 17, 2021
Published in print: Sep 1, 2021
Discussion open until: Nov 17, 2021
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