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Shape memory alloys and offering superelastic property opportunity in reinforced concrete structures

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Purpose: The effect of shape memory and super-elastic property are two exclusive features in shape memory alloys. To exploit the properties of shape memory effect, alloy needs to be heated, but super-elastic property in these alloys will be proposed automatically in case suitable conditions. Design/methodology/approach: In this study, with simulating short-square reinforced concrete column experimental model in software ANSYS and in multi-level and increasing process, longitudinal armatures with shape memory alloy material will replace steel armatures with super-elastic behavior will be investigated with making shape memory alloy kind as variable (copper and nickel-based alloys), the opportunity of super-elastic property emergence in these alloys and with playing the role of longitudinal armature in reinforced concrete column. Findings: It can generally be said that memory alloy will achieve to goal that its created stresses will be located among stress of beginning direct phase and stress of finishing direct phase and whatever these stresses are closer to finishing direct phase, alloy will have more efficiency to propose its super-elastic property. Research limitations/implications: In case of using shape memory alloys as longitudinal armatures in reinforced concrete structures considering them buried in concrete, exploitation of shape memory property will have its particular problems that these problems won’t happen about the super-elastic property. Considering the high rate of strain capacity (3 to 8%) in memory alloys with super-elastic behaviour and the limitation of this capacity in concrete, conditions are necessary to be prepared in a way that memory alloy has the opportunity to propose super-elastic property. Originality/value: Except shape memory alloy that has proposing super-elastic behaviour in concrete structures and is investigated in this study, other factors such as the rate of resistance characteristic of pressure of concrete and mechanical characteristics of steel armatures are effective in this case as well that can be good subjects for investigation.
Rocznik
Strony
5--13
Opis fizyczny
Bibliogr. 17 poz.
Twórcy
autor
  • Department of Civil Engineering, Faculty of Engineering, Lorestan University, Khorram abad, Iran
  • Department of Civil Engineering, Faculty of Engineering, Lorestan University, Khorram abad, Iran
autor
  • Department of Civil Engineering, Aligudarz Branch, Islamic Azad University, Lorestan, Iran
autor
  • Department of Civil Engineering, Dezful Branch, Islamic Azad University, Khozestan, Iran
Bibliografia
  • [1] G. Song, N. Ma, N.M. Li, Applications of shape memory alloys in civil structures, Engineering Structures 28 (2006) 1266-1274.
  • [2] A.A. Adedeji, S.P. Ige, Comparative study of seismic analysis for reinforced concrete frame infilled with masonry and shape memory alloy wire, Trends in Applied Sciences Research 6 (2011) 426-437.
  • [3] K. Otsuka, C.M. Wayman, Shape Memory Materials, Cambridge University Press, 1998.
  • [4] www.sma-inc.com – selected properties of NiTi.
  • [5] S. El-Tawil, J. Ortega-Rosales, Prestressing concrete using Shape Memory Alloy tendons, ACI Structural Journal 101/6 (2004) 846-851.
  • [6] L. Hui, Z.-Q. Liu, J.-P. Ou, Experimental study of a simple reinforced concrete beam temporarily strengthened by SMA wires followed by permanent strengthening with CFRP plates, Engineering Structures 30/3 (2008) 716-723.
  • [7] S.D. Maryam, M.Z. Mahnaz, M. Ghasemie, Strengthening and rehabilitation of concrete structures by using smart alloys, Proceedings of the 5th National Congress of Civil Engineering, Ferdowsi University of Mashhad, 2010.
  • [8] M. Shahri Alam, M. Nehadi, M.A. Youssef, Seismic performance of concrete frame structures reinforced with superelastic shape memory alloys, Smart Structures and System 5/5 (2009) 565-585.
  • [9] E. Choi, S.-H. Park, B.-S. Cho, D. Hui, Lateral reinforcement of welded SMA rings for reinforced concrete columns, Journal of Alloys and Compounds 577/S1 (2013) S756-S759.
  • [10] A. Lendlein, S. Kelch, Shape-memory polymers, Angewandte Chemie International Edition 41/12 (2002) 2034-2057.
  • [11] C.M. Wayman, Shape memory and related phenomena, Progress in Materials Science 36 (1992) 203-224.
  • [12] N. Resnina, S. Belayev, A. Voronkov, Influence of chemical composition and pre-heating temperature on the structure and martensitic transformation in porous Ni-based shape memory alloys, produces by selfpropagating high temperature synthesis, Intermetallics 32 (2013) 81-89.
  • [13] B.-Y. Li, L.-J. Rong, Y.-Y. Li, V.E. Gjunter, Porous NiTi alloy prepared from elemental powder sintering, Journal of Materials Research 15 (2000) 2487-2851.
  • [14] J. Enkovaara, A. Ayuela, A.T. Zayak, P. Entel, L. Nordström, M. Dubé, J. Jalkanen, J. Impola, R.M. Nieminen, Magnetically driven shape memory alloys, Materials Science and Engineering A 378 (2004) 52-60.
  • [15] J.-G. Dai, L. Lam, T. Ueda, Seismic retrofit of square RC columns with terephthalate (PET) fibre reinforced polymer composites, Construction and Building Materials 27/1 (2012) 206-217.
  • [16] F. Casciati, K. Hamdaohi, A base isolation device with bars in shape memory alloys, Proceedings of the 1st International Conference on Self-Healing Materials, 2007.
  • [17] M. Ghasemie, A.H. Iranmanesh, Evaluation of improvement performance of frame structures by cyclic loading by using braces made of shape memory alloy, Journal of Engineering Department of Tehran University 40/5 (2006) 689-699.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1df19014-ad3e-491e-be7f-2a66555ca0e1
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