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Experimental Assessment of Partially Encased Composite Columns Behavior under Compressive and Bending Moment Loading | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 7، دوره 7، شماره 1 - شماره پیاپی 13، اردیبهشت 2019، صفحه 70-82 اصل مقاله (1.38 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2017.12538.1216 | ||
| نویسندگان | ||
| Mehdi Ebadi Jamkhaneh1؛ Mohammad Ali Kafi* 2 | ||
| 1Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| 2Faculty of Civil Engineering, Semnan University, Semnan, Iran. | ||
| تاریخ دریافت: 28 شهریور 1396، تاریخ بازنگری: 29 مهر 1396، تاریخ پذیرش: 09 آبان 1396 | ||
| چکیده | ||
| In recent years, Partially Encased Composite columns are evaluated as new achievements in the field This paper presents a combined experimental and theoretical study on the mechanical performances of six octagonal PEC columns subjected to axial compressive and bending moment loading. The main difference between them was the details of concrete strengthening. In the experimental study, the parameters investigated were the sort of detail of strengthening and the mode of failure. The results were represented as load-deformation and moment-rotation curves. The test results were compared with the measurements of relations captures from CSA S16-14 and EN 1994-1-1 codes. The comparison of the code equations given in CSA S16-14 and EN 1994-1-1 revealed that the equation in CSA S16-14 underestimates the capacity. Also, the failure mode was similar for all three concentrated tests: concrete cracking coupled with the steel flange buckling. | ||
| کلیدواژهها | ||
| Partially Encased Composite Column؛ Failure Mode؛ Experimental Model؛ Load Bearing Capacity؛ Concrete Reinforcement | ||
| مراجع | ||
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[1] CSA. (2001). CSA S16-01, Limit states design of steel structures. Canadian Standards Association, Rexdale, ON. [2] Hunaiti, Y.M., Fattah, B.A., (1994). “Design considerations of partially encased composite columns.” Proc., Institute of Civil Engineers, Structures and Buildings, Vol. 106, Issue 2, pp. 75-82. [3] Elnashai, A.S., Broderick, B.M., (1994). “Seismic resistance of composite beam-columns in multi-story structures. Part 1: Experimental studies.” Journal of Constructional Steel Research, Vol. 30. Issue. 3, pp. 201-229. [4] Chen, Y., Wang, T., Yang, J., Zhao, X., (2010). “Test and numerical simulation of partially encased composite columns subject to axial and cyclic horizontal loads.” International Journal of Steel Structures, Vol. 10, Issue. 3, pp. 385–393. [5] Bouchereau, R., Toupin J.D., (2003). “Étude du comportement en compressionflexion des poteaux mixtes partiellement enrobés.” Report EPM/CGS-2003-03, Dept. Of Civil Engineering, École Polytechnique, Montreal (in French). [6] Plumier, A., Abed, A., Tilioune, B., (1995). “Increase of buckling resistance and ductility of H-sections by encased concrete.” Behaviour of Steel Structures in Seismic Areas: STESSA ’94, ed. by F.M. Mazzolani and V. Gioncu, E&FN Spon, London, pp. 211-220. [7] Muise, J., (2000). “Behaviour of simple framing connections to partially concrete encased H section columns.” Master’s Thesis, Dept of civil engineering, University of Toronto, Toronto, Canada. [8] Tremblay, R., Massicotte, B., Filion, I., Maranda, R., (1998). “Experimental study on the behaviour of partially encased composite columns made with light welded H steel shapes under compressive axial loads.” Proc., SSRC Annual Technical Meeting, Atlanta, pp. 195-204. [9] Chicoine, T., Tremblay, R., Massicotte, B., Ricles, J., Lu L.W., (2002). “Behaviour and strength of partially encased composite columns with built up shapes.” Journal of Structural Engineering, Vol. 128, Issue. 3, pp. 279-288. [10] Chicoine, T., Massicotte, B., Tremblay, R., (2002). “Finite element modelling and design of partially encased composite columns.” Steel and Composite Structures, Vol. 2, Issue. 3, pp. 171-194. [11] Prickett, B.S., Driver, R.G., (2006). “Behaviour of partially encased composite columns made with high performance concrete.” Structural engineering report No 262. Dept of civil and environmental engineering, University of Alberta, AB, Canada. [12] Begum, M., Driver, R., and Elwi, A.E. (2015). "Parametric study on eccentrically-loaded partially encased composite columns under major axis bending", Steel and Composite Structures, An International Journal , Vol. 19, Issue, 5, pp. 1299-1319. [13] Chen, Y., Wang, T., Yang, J. and Zhao, X., (2010). "Test and numerical simulation of partially encased composite columns subject to axial and cyclic horizontal loads", International Journal of Steel Structures, Vol. 10, Issue, 4, pp. 385-393. [14] Zhao, G.T., Feng, C., (2012). "Axial ultimate capacity of partially encased composite columns," Applied Mechanics and Materials, Vol. 166-169, pp. 292-295. [15] Dastfan, M., Driver, R., (2016). "Large-scale test of a modular steel plate shear wall with partially encased composite columns." Journal of Structural Engineering, Vol. 142, Issue, 2, pp. 04015142.1-04015142.9 [16] Pereira, F.M., De Nardin, S., El Debs, L.H.C., (2016). "Structural behaviour of partially encased composite columns under axial loads", Steel and Composite Structures, An International Journal, Vol. 20, Issue. 6, pp. 1305-1322. [17] Song, Y.C., Wang, R.P., Li, J, (2016). "Local and post-local buckling behavior of welded steel shapes in partially encased composite columns." Thin-Walled Structures, Vol. 108, pp. 93–108. [18] CSA. (2014), CSA S16–14, “Limit States Design of Steel Structures.” Canadian Standards Association, Mississauga, Ontario. [19] ACI Committee 318. (2008). “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary (ACI 318R-08).” Farmington Hills, MI: ACI. [20] ACI. (1997). ACI 363R-92, “State-of-the-art report on high-strength concrete (reapproved in 1997).” American Concrete Institute, Farmington Hills, MI. [21] ASTM. (2003). A370-03, “Standard test methods and definitions for mechanical testing of steel products.” American Society for Testing and Materials, Philadelphia, PA. [22] Eurocode 4. “Design of composite steel and concrete structures, Part 1-1: General rules and rules for buildings.” [23] Han, L.H., (2002). “Tests on stub columns of concrete-filled RHS sections.” Journal of Constructional Steel Research, Vol. 58, Issue. 3, pp. 353–372. | ||
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