PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Experimental study on dynamic stability of rubber-cement composites by SHPB and high-speed slicing

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Improper disposal of waste tires will not only bring environmental impact and safety risks but also cause a serious waste of resources. In the field of civil engineering materials, waste tire particles are used as a substitute for non-renewable aggregates to produce flexible rubber-cement composites (RCC). To explore the high-speed slicing stability of RCC, this test took normal cement mortar (NCM) and rubber cement mortar (RCM) as research objects. The SHPB tests with the same impact energy level and the high-speed slicing tests with a slice thickness range of about 1.4 mm ~ 4.4 mm were carried out. The results showed that NCM and RCM showed different stability differences in the process of high-speed slicing. In the case of ensuring the integrity of the slice, the minimum thickness of the slice can be better decreased with the increase of the rubber content. Finally, from the perspectives of split Hopkinson pressure bar (SHPB) test results and mesoscopic structure states, the essential reason for ensuring the stability of high-speed slicing lied in the improvement of rubber particles (dominant role) and pores on material deformation and flexible energy dissipation.
Rocznik
Strony
319--334
Opis fizyczny
Bibliogr. 19 poz., il., tab.
Twórcy
  • 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
autor
  • 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
  • School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, China
Bibliografia
  • [1] H. Azadmanesh, S.A.H. Hashemi, S.H. Ghasemi, “The effect of styrene-butadiene rubber and ethylene vinyl acetate polymers on the mechanical properties of Engineered Cementitious Composites”, Composites Communications, 2021, vol. 24, art. ID 100656, DOI: 10.1016/j.coco.2021.100656.
  • [2] P. Wang, H. Chen, J. Zhou, Y. Zhou, B. Wang, M. Jiang, F. Jin, H. Fan, “Failure mechanisms of CFRP-wrapped protective concrete arches under static and blast loadings: Experimental research”, Composite Structures, 2018, vol. 198, pp. 1-10, DOI: 10.1016/j.compstruct.2018.05.063.
  • [3] Z. Xiong, Z. Fang, W. Feng, F. Liu, F. Yang, L. Li, “Review of dynamic behaviour of rubberised concrete at material and member levels”, Journal of Building Engineering, 2021, vol. 38, DOI: 10.1016/j.jobe.2021.102237.
  • [4] M. Nehdi, A. Khan, “Flexible crumb tire rubber-filled cement mortars as a protective system for buried infrastructure”, Journal of ASTM International, 2005, vol. 2, no. 1, pp. 1-15, DOI: 10.1520/JAI10933.
  • [5] I. Khan, K. Shahzada, T. Bibi, A. Ahmed, H. Ullah, “Seismic performance evaluation of crumb rubber concrete frame structure using shake table test”, Structures, 2021, vol. 30, pp. 41-49, DOI: 10.1016/j.istruc.2021.01.003.
  • [6] A.O. Atahan, U.K. Sevim, “Testing and comparison of concrete barriers containing shredded waste tire chips”, Materials Letters, 2008, vol. 62, no. 21-22, pp. 3754-3757, DOI: 10.1016/j.matlet.2008.04.068.
  • [7] W. Feng, B. Chen, F. Yang, F. Liu, L. Li, L. Jing, H. Li, “Numerical study on blast responses of rubberized concrete slabs using the Karagozian and Case concrete model”, Journal of Building Engineering, 2021, vol. 33, DOI: 10.1016/j.jobe.2020.101610.
  • [8] A. Mohajerani, L. Burnett, J.V. Smith, S. Markovski, G.Rodwell, M.T. Rahman, H.Kurmus, M. Mirzababaei, A. Arulrajah, S. Horpibulsuk, F. Maghool, “Recycling waste rubber tyres in construction materials and associated environmental considerations: A review”, Resources, Conservation and Recycling, 2020, vol. 155, DOI: 10.1016/j.resconrec.2020.104679.
  • [9] I. Barišic, M. Zvonaric, I. Netinger Grubeša, S. Šurdonja, “Recycling waste rubber tyres in road construction”, Archives of Civil Engineering, 2021, vol. 67, no. 1, pp. 499-512, DOI: 10.24425/ace.2021.136485.
  • [10] J. Lv, T. Zhou, Q. Du, K. Li, “Experimental and analytical study on uniaxial compressive fatigue behavior of self-compacting rubber lightweight aggregate concrete”, Construction and Building Materials, 2020, vol. 237, DOI: 10.1016/j.conbuildmat.2019.117623.
  • [11] T.M. Pham, J. Liu, P. Tran, V.-L. Pang, F. Shi, W. Chen, H. Hao, T.M. Tran, “Dynamic compressive properties of lightweight rubberized geopolymer concrete”, Construction and Building Materials, 2020, vol. 265, DOI: 10.1016/j.conbuildmat.2020.120753.
  • [12] F. Yang, W. Feng, F. Liu, L. Jing, B. Yuan, D. Chen, “Experimental and numerical study of rubber concrete slabs with steel reinforcement under close-in blast loading”, Construction and Building Materials, 2019, vol. 198, pp. 423-436, DOI: 10.1016/j.conbuildmat.2018.11.248.
  • [13] O. Youssf, M.A. ElGawady, J.E. Mills, “Experimental investigation of crumb rubber concrete columns under seismic loading”, Structures, 2015, vol. 3, pp. 13-27, DOI: 10.1016/j.istruc.2015.02.005.
  • [14] Standards New China. JGJ/T 98-2010:2010: Specification for mix proportion design of masonry mortar, China Architecture & Building Press, Beijing, China, 2010.
  • [15] Standards New China. JGJ/T 70-2009:2009 Standard for test method of basic properties of construction mortar, China Architecture & Building Press, Beijing, China, 2009.
  • [16] R.Z. Yang, Y. Xu, P.Y. Chen, J. Wang, “Experimental study on dynamic mechanics, energy characteristics, and failure mechanism of rubber cement mortar under SHPB splitting test”, Materials Reports, 2021, vol. 35, no. 10, pp. 10062-10072, DOI: 10.11896/cldb.20030105.
  • [17] R.Z. Yang, Y. Xu, P.Y. Chen, “Effect of curing humidity on dynamic compressive failure characteristics and energy dissipation of rubber cement mortar”, Materials Reports, 2020, vol. 34, no. 14, pp. 14070-14078, DOI: 10.11896/cldb.19060039.
  • [18] J. Xu, Z. Yao, G. Yang, Q. Han, “Research on crumb rubber concrete: From a multi-scale review”, Construction and Building Materials, 2020, vol. 232, DOI: 10.1016/j.conbuildmat.2019.117282.
  • [19] R.Z. Yang, Y. Xu, Q.Q. Zheng, P.Y. Chen, 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.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-204263fd-e60c-41b5-be20-035a27d1bf7f
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.