پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شماره‌ها | 660 |
| تعداد مقالات | 9,647 |
| تعداد مشاهده مقاله | 68,703,807 |
| تعداد دریافت فایل اصل مقاله | 48,196,436 |
Effect of Organic and Inorganic Matrix on the Behavior of FRP-Wrapped Concrete Cylinders | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 4، دوره 4، شماره 2 - شماره پیاپی 8، آبان 2016، صفحه 52-66 اصل مقاله (1.35 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2017.1763.1154 | ||
| نویسندگان | ||
| Ali Sadrmomtazi* 1؛ Masoud Khabaznia2؛ Behzad Tahmouresi3 | ||
| 1Associate Professor, Department of Civil Engineering, University of Guilan, Rasht, Iran | ||
| 2M.Sc., Structural Engineering, Campuses2, University of Guilan, Rasht, Iran | ||
| 3M.Sc., Structural Engineering, University of Guilan, Rasht, Iran | ||
| تاریخ دریافت: 06 آذر 1395، تاریخ بازنگری: 13 بهمن 1395، تاریخ پذیرش: 13 بهمن 1395 | ||
| چکیده | ||
| There is an increased use of fiber reinforced polymer composites (FRPC) in a wide area of engineering fields for various reasons including, ease of transportation and installation, high strength to weight ratio and favorable durability in different conditions. On the other hand, the use of this material as confining shells has been an interesting matter for retrofit, strengthening and construction of quasi-structural column systems. In this research, concrete cylinders with 150 mm diameter and 300 mm height were made, and effect of organic (epoxy-based) and inorganic (cementitious-based) matrices on strength behavior and ductility of cylinders wrapped in one and two-ply carbon, basalt and glass fabrics were studied. Results show that compressive strength of wrapped cylinders was 1.11 to 2.42 times higher than unwrapped ones. Also, there was a considerable 10 times increase in cylinders’ ultimate strain. Effects of confinement upgrade (from one to two-ply) were 3% to 26% increase for compressive strength and 17% to 41% for failure strain. Fabrics’ quantity performance was Carbon > Basalt > Glass. | ||
| کلیدواژه‌ها | ||
| Fabric؛ Confinement؛ ductility؛ Organic matrix؛ Inorganic matrix | ||
| مراجع | ||
|
[1] Richard, F.E., Brandtzaeg, A., Brown, R.L. (1928). “A study of the failure of concrete under combined compressive stresses”. University of Illinois at Urbana Champaign, College of Engineering. Engineering Experiment Station. [2] Kheyroddin, A., Naderpour, H. and Ahmadi, M. (2014). “Compressive Strength of Confined Concrete in CCFST Columns”. Journal of Rehabilitation in Civil Engineering, Vol. 2, NO. 1, pp.106-113. [3]. Fanggi, B.A.L., and Hadi, M.N. (2011). “The Behaviour of Carbon Fibre Reinforced Polymer Confined Concrete Cylinders under High Temperature Exposure”. Concrete Building a Sustainable Future, pp. 1-9. [4]. Campione, G., La Mendola, L., Monaco, A., Valenza, A. and Fiore, V. (2015). “Behavior in compression of concrete cylinders externally wrapped with basalt fibers”. Composites Part B: Engineering, Vol. 69, pp.576-586. [5] Sadeghian, P., Fam, A. (2014). “A rational approach toward strain efficiency factor of fiber-reinforced polymer-wrapped concrete columns”. ACI Structural Journal. Vol. 111, No. 1, pp.135. [6] Wu, G., Lü, Z.T., Wu, Z.S. (2006). “Strength and ductility of concrete cylinders confined with FRP composites”. Construction and building materials, Vol. 20, NO. 3, pp.134-148. [7] Karabinis, A.I., and Rousakis, T.C. (2001). “A model for the mechanical behaviour of the FRP confined columns”. In Proceedings of the International Conference on FRP Com‐posites in Civil Engineering, pp. 317-326. [8] Li, Y.F., Lin, C.T., and Sung, Y.Y. (2003). “A constitutive model for concrete confined with carbon fiber reinforced plastics”. Mechanics of Materials, Vol. 35, NO. 3, pp.603-619. [9] Ozbakkaloglu, T., and Saatcioglu, M. (2006). “Seismic behavior of high-strength concrete columns confined by fiber-reinforced polymer tubes”. Journal of Composites for Construction, Vol. 10, No. 6, pp. 538-549. [10] Abbasnia, R., Ahmadi, R., and Ziaadiny, H. (2012). “Effect of confinement level, aspect ratio and concrete strength on the cyclic stress–strain behavior of FRP-confined concrete prisms”. Composites Part B: Engineering, Vol. 43, No. 2, pp.825-831. [11] y Basalo, F.J.D.C., Matta, F., and Nanni, A. (2012). “Fiber reinforced cement-based composite system for concrete confinement”. Construction and Building Materials, Vol. 32, pp.55-65. [12] Seible, F., Priestley, M.N., Hegemier, G.A., and Innamorato, D. (1997). “Seismic retrofit of RC columns with continuous carbon fiber jackets”. Journal of composites for construction, Vol. 1, No. 2, pp.52-62. [13] Matthys, S., Toutanji, H., and Taerwe, L. (2006). “Stress–strain behavior of large-scale circular columns confined with FRP composites”. Journal of Structural Engineering, Vol. 132, No. 1, pp.123-133. [14] Karam, G., and Tabbara, M. (2005). “Confinement effectiveness in rectangular concrete columns with fiber reinforced polymer wraps”. Journal of Composites for Construction, Vol. 9, No. 5, pp.388-396. [15] Shahawy, M., Mirmiran, A., and Beitelman, T. (2000). “Tests and modeling of carbon-wrapped concrete columns”. Composites Part B: Engineering, Vol. 31, No. 6, pp.471-480. [16] Lam, L., and Teng, J.G. (2003). “Design-oriented stress–strain model for FRP-confined concrete”. Construction and building materials, Vol. 17, No. 6, pp.471-489. [17] Lim, J.C., and Ozbakkaloglu, T. (2014). “Influence of silica fume on stress–strain behavior of FRP-confined HSC”. Construction and Building Materials, Vol. 63, pp.11-24. [18] Berthet, J.F., Ferrier, E., and Hamelin, P., (2005). “Compressive behavior of concrete externally confined by composite jackets. Part A: experimental study”. Construction and Building Materials, Vol. 19, No. 3, pp.223-232. [19] Di Ludovico, M., Prota, A., and Manfredi, G. (2010). “Structural upgrade using basalt fibers for concrete confinement. Journal of composites for construction”. Vol. 14. No. 5,pp.541-552. [20] Triantafillou, T.C., Papanicolaou, C.G., Zissimopoulos, P., and Laourdekis, T. (2006). “Concrete confinement with textile-reinforced mortar jackets”. ACI Structural Journal, Vol. 103, No. 1, p.28. [21] Kodur, V.K.R., and Bisby, L.A. (2005).” Evaluation of fire endurance of concrete slabs reinforced with fiber-reinforced polymer bars”. Journal of structural engineering, Vol. 131, No. 1, pp.34-43. [22] Bisby, L.A., Green, M.F., and Kodur, V.K.R. (2005). “Modeling the behavior of fiber reinforced polymer-confined concrete columns exposed to fire”. Journal of Composites for Construction, Vol. 9, No. 1, pp.15-24. [23] Wang, Y.C., Wong, P.M.H., and Kodur, V.K.R. (2003). “Mechanical properties of fibre reinforced polymer reinforcing bars at elevated temperatures”. SFPE/ASCE Specialty Conference: Designing Structures for Fire, Baltimore, MD., pp. 183-192. [24] Colajanni, P., De Domenico, F., Recupero, A., and Spinella, N. (2014). “Concrete columns confined with fibre reinforced cementitious mortars: experimentation and modelling”. Construction and Building Materials, Vol. 52, pp.375-384. [25] Reddy, D.V., Sobhan, K., and Young, J. (2006). “Effect of fire on structural elements retrofitted by carbon fiber reinforced polymer composites”. In 31st conference on our world in concrete & structures, pp. 16-17. [26] Trapko, T. (2013). “Fibre reinforced cementitious matrix confined concrete elements”. Materials & Design, 44, pp.382-391. [27] Al-Salloum, Y.A., Elsanadedy, H.M., and Abadel, A.A. (2011). “Behavior of FRP-confined concrete after high temperature exposure”. Construction and Building Materials, Vol. 25, No. 2, pp.838-850. [28] Kurtz, S., and Balaguru, P. (2001). “Comparison of inorganic and organic matrices for strengthening of RC beams with carbon sheets”. Journal of Structural Engineering, Vol. 127, No. 1, pp.35-42. [29] Cree, D., Chowdhury, E.U., Green, M.F., Bisby, L.A., and Bénichou, N. (2012). “Performance in fire of FRP-strengthened and insulated reinforced concrete columns”. Fire safety journal, Vol. 54, pp.86-95. [30] Toutanji, H. (1999). “Stress-strain characteristics of concrete columns externally confined with advanced fiber composite sheets”. ACI materials journal, Vol. 96, No. 3, pp.397-404. [31] Teng, J.G., Jiang, T., Lam, L., and Luo, Y.Z. (2009). “Refinement of a design-oriented stress–strain model for FRP-confined concrete”. Journal of Composites for Construction, Vol. 13, No. 4, pp.269-278. | ||
|
آمار تعداد مشاهده مقاله: 1,795 تعداد دریافت فایل اصل مقاله: 1,401 |
||