Experimental study on SHPB cyclic impact of rubber-cement composite with different confine modes

• Autorzy: Yang Rongzhou , Xu Ying , Chen Peiyuan , Cheng Lin , Ding Jinfu , Fu Hongxin

Identyfikatory

DOI

10.24425/ace.2023.145282

• Języki publikacji: EN

Abstrakty

EN

To promote the application of rubber-cement composites as the main bearing structure and key components in practical engineering under frequent dynamic disturbances, in this work, the split Hopkinson pressure bar (SHPB) cyclic impact tests of rubber-cement composite specimens with four different confine modes were carried out in which the impact load increased sequentially. The relationship between average strain rate, ultimate strain and impact times and the relationship between peak stress, damage energy, ultimate strain and incident energy were analyzed. The results showed that the appropriate confine reinforcement treatment can make rubber-cement composite give full play to its deformation ability when it was completely damaged. Carbon fiber-reinforced polymer (CFRP) sheet and steel cylinder can work together with the rubber-cement composite matrix to resist impact load, which effectively improves the structural strength, damage fracture energy, and cyclic impact resistance of the rubber-cement composite. Finally, based on the effect difference of confine modes, the simplified plane force models of rubber-cement composite specimens with four different confine modes were established, which clearly revealed the completely different impact resistance mechanism of the rubber-cement composites with different constraints under cyclic impact loading.

Słowa kluczowe

EN

split Hopkinson pressure bar; carbon fibre reinforced polymer; rubber-cement composite; cyclic impact; damage; fracture energy; impact resistance

PL

dzielony pręt Hopkinsona; polimer wzmocniony włóknem węglowym; kompozyt gumowo-cementowy; oddziaływanie cykliczne; energia pękania; uszkodzenie; odporność na uderzenia

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2023
• Tom: Vol. 69, nr 2
• Strony: 517--534
• Opis fizyczny: Bibliogr. 30 poz., il., tab.

Twórcy

autor

Yang Rongzhou

• State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines, School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, China

• https://orcid.org/0000-0002-0126-2446

autor

Xu Ying

• State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines, School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, China

• https://orcid.org/0000-0001-8438-3130

autor

Chen Peiyuan

• School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, China

• https://orcid.org/0000-0002-5538-617X

autor

Cheng Lin

• School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, China

• https://orcid.org/0000-0001-5007-8381

autor

Ding Jinfu

• School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, China

• https://orcid.org/0000-0003-4246-1617

autor

Fu Hongxin

• School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, China

• https://orcid.org/0000-0003-3302-3455

Bibliografia

• [1] A. Mohajerani, L. Burnett, J.V. Smith, S. Markovski, G. Rodwell, M.T. Rahman, H. Kurmus, M. Mirzababaei, A. Arulrajah, S. Horpibulsuk, and F. Maghool, “Recycling waste rubber tyres in construction materials and associated environmental considerations: A review”, Resources, Conservation and Recycling, vol. 155, 2020, doi: 10.1016/j.resconrec.2020.104679.
• [2] K. Shahzad and Z. Zhao, “Experimental study of NaOH pretreated crumb rubber as substitute of fine aggregate in concrete”, Construction and Building Materials, vol. 358, 2022, doi: 10.1016/j.conbuildmat.2022.129448.
• [3] J. Kang, Y. Liu, J. Yuan, C. Chen, L. Wang, and Z. Yu, “Effectiveness of surface treatment on rubber particles towards compressive strength of rubber concrete: A numerical study on rubber-cement interface”, Construction and Building Materials, vol. 350, 2022, doi: 10.1016/j.conbuildmat.2022.128820.
• [4] I. Khan, K. Shahzada, T. Bibi, A. Ahmed, and H. Ullah, “Seismic performance evaluation of crumb rubber concrete frame structure using shake table test”, Structures, vol. 30, pp. 41-49, 2021, doi: 10.1016/j.istruc.2021.01.003.
• [5] B. Liu, S. Yang, W. Li, and M. Zhang, “Damping dissipation properties of rubberized concrete and its application in anti-collision of bridge piers”, Construction and Building Materials, vol. 236, 2020, doi: 10.1016/ j.conbuildmat.2019.117286.
• [6] R. Pacheco-Torres, E. Cerro-Prada, F. Escolano, and F. Varela, “Fatigue performance of waste rubber concrete for rigid road pavements”, Construction and Building Materials, vol. 176, pp. 539-548, 2018, doi: 10.1016/j.conbuildmat.2018.05.030.
• [7] L. Pan, H. Hao, J. Cui, and T.M. Pham, “Numerical study on dynamic properties of rubberised concrete with different rubber contents”, Defence Technology, (in press), 2022, doi: 10.1016/j.dt.2022.04.007.
• [8] D. Lai, C. Demartino, and Y. Xiao, “High-strain rate compressive behavior of fiber-reinforced rubberized concrete”, Construction and Building Materials, vol. 319, 2022, doi: 10.1016/j.conbuildmat.2021.125739.
• [9] P. Subashree and R. Thenmozhi, “Experimental study of hybrid rubberized composite slabs”, Archives of Civil Engineering, vol. 64, no. 4, pp. 21-29, 2018, doi: 10.2478/ace-2018-0060.
• [10] Z. Liu, X. Chen, X. Wang, and H. Diao, “Investigation on the dynamic compressive behavior of waste tires rubber-modified self-compacting concrete under multiple impacts loading”, Journal of Cleaner Production, vol. 336, 2022, doi: 10.1016/j.jclepro.2021.130289.
• [11] A. Maazoun, S. Matthys, B. Belkassem, O. Atoui, and D. Lecompte, “Experimental study of the bond interaction between CFRP and concrete under blast loading”, Composite Structures, vol. 277, 2021, doi: 10.1016/j.compstruct.2021.114608.
• [12] K.A. Farhan and M.A. Shallal, “Experimental behaviour of concrete-filled steel tube composite beams”, Archives of Civil Engineering, vol. 66, no. 2, pp. 235-251, 2020, doi: 10.24425/ace.2020.131807.
• [13] B. Xiong, C. Demartino, and Y. Xiao, “High-strain rate compressive behavior of CFRP confined concrete: Large diameter SHPB tests”, Construction and Building Materials, vol. 201, pp. 484-501, 2019, doi: 10.1016/ j.conbuildmat.2018.12.144.
• [14] Y. Xiao, J. Shan, Q. Zheng, B. Chen, and Y. Shen, “Experimental studies on concrete filled steel tubes under high strain rate loading”, Journal of Materials in Civil Engineering, vol. 21, no. 10, pp. 569-577, 2009, doi: 10.1061/(ASCE)0899-1561(2009)21:10(569).
• [15] M.N.M.A. Mastor, M.A.A. Kadir, N. Zuhan, K.A. Mujedu, M.Z. Ramli, R.P. Jaya, N.M. Noor, and M.S.A. Shah, “Performance of rubberized concrete-filled hollow steel column under monotonic and cyclic loadings”, Archives of Civil Engineering, vol. 68, no. 1, pp. 519-538, 2022, doi: 10.24425/ace.2022.140183.
• [16] R. Chmielewski, L. Kruszka, R. Rekucki, and K. Sobczyk, “Experimental investigation of dynamic behavior of silty sand”, Archives of Civil Engineering, vol. 67, no. 1, pp. 481-498, 2021, doi: 10.24425/ace.2021.136484.
• [17] L. Liu and H. M. An, “Experimental study of compressive failure of concrete under static and dynamic loads”, Archives of Civil Engineering, vol. 66, no. 3, pp. 427-441, 2020, doi: 10.24425/ace.2020.134406.
• [18] K. Xia and W. Yao, “Dynamic rock tests using split Hopkinson (Kolsky) bar system - A review”, Journal of Rock Mechanics and Geotechnical Engineering, vol. 7, no. 1, pp. 27-59, 2015, doi: 10.1016/j.jrmge.2014.07.00810.1016/j.jrmge.2014.07.008.
• [19] Y.X. Zhou, K. Xia, X.B. Li, H.B. Li, G.W. Ma, J. Zhao, Z.L. Zhou, and F. Dai, “Suggested methods for determining the dynamic strength parameters and mode-I fracture toughness of rock materials”, International Journal of Rock Mechanics and Mining Sciences, vol. 49, pp. 105-112, 2012, doi: 10.1016/j.ijrmms.2011.10.004.
• [20] R.-Z. Yang, Y. Xu, and P.-Y. Chen. “Dynamic response characteristics of CFRP/steel-cylinder confined rubber cement mortar based on cyclic impact loading”, Magazine of Civil Engineering, vol. 119, no. 3, 2023.
• [21] R. Yang, Y. Xu, and P.Y. Chen, “Experimental study on dynamic stability of rubber-cement composites by SHPB and high-speed slicing”, Archives of Civil Engineering, vol. 68, no. 1, pp. 319-334, 2022, doi: 10.24425/ ace.2022.140170.
• [22] F.Y. Lu, R. Chen, Y.L. Lin, P.D. Zhao, and D. Zhang, Hopkinson bar techniques. Beijing: Science Press, 2013.
• [23] G. Xue, E. Yilmaz, G. Feng, S. Cao, and L. Sun, “Reinforcement effect of polypropylene fiber on dynamic properties of cemented tailings backfill under SHPB impact loading”, Construction and Building Materials, vol. 279, 2021, doi: 10.1016/j.conbuildmat.2021.122417.
• [24] R. Yang, Y. Xu, P. Chen, and J. Wang, “Experimental study on dynamic mechanics and energy evolution of rubber concrete under cyclic impact loading and dynamic splitting tension”, Construction and Building Materials, vol. 262, 2020, doi: 10.1016/j.conbuildmat.2020.120071.
• [25] R. Shu, T. Yin, X. Li, Z. Yin, and L. Tang, “Effect of thermal treatment on energy dissipation of granite under cyclic impact loading”, Transactions of Nonferrous Metals Society of China, vol. 29, no. 2, pp. 385-396, 2019, doi: 10.1016/S1003-6326(19)64948-4.
• [26] Z.X. Zhang, S.Q. Kou, L.G. Jiang, and P.-A. Lindqvist, “Effects of loading rate on rock fracture: fracture characteristics and energy partitioning”, International Journal of Rock Mechanics and Mining Sciences, vol. 37, no. 5, pp. 745-762, 2000, doi: 10.1016/S1365-1609(00)00008-3.
• [27] Y. Xu and R. Yang, “Dynamic mechanics and damage evolution characteristics of rubber cement mortar under different curing humidity levels”, Journal of Materials in Civil Engineering, vol. 32, no. 10, 2020, doi: 10.1061/(ASCE)MT.1943-5533.0003351.
• [28] R. Yang, Y. Xu, Q. Zheng, P. Chen, and J. Wang, “Fatigue and damage evolution characteristics of rubber cement mortar under graded constant load cyclic compression”, Journal of Building Materials, vol. 24, no. 5, pp. 961-969, 2021, doi: 10.3969/j.issn.1007-9629.2021.05.009.
• [29] R. Yang, P. Chen, J. Ge, Y. Xu, J. Wang, J. Liu, and H. Xie, “Fatigue characteristics of CFRP sheet confined rubber cement mortar under increasing amplitude cyclic load”, Materials Reports, vol. 36, no. 9, pp. 227-236, 2022, doi: 10.11896/cldb.21040223.
• [30] Standards United States, “ASTM C33/C33M-18 Standard specification for concrete aggregate”, West Conshohocken, United States, 2018, doi: 10.1520/C0033_C0033M-18.