Abstract
Past lateral cyclic or seismic tests of concrete frames with smooth bars in columns are very few and limited as far as the test structure’s size and geometry are concerned; moreover, they have not focused on the effect of detailing and lap-splicing of such bars on local and global behaviour. To help fill this knowledge gap with new data, the paper presents the cyclic lateral load test of a 2:3-scale three-storey, one-by-two-bay, strong beam-weak column RC frame, focusing on the effects of the column’s smooth bars and of their detailing on local and global behaviour. Slippage of bars caused concentration of column deformations in flexural cracks at the top and base sections and gave to the global hysteresis loops a shape typical of bond-slip behaviour, but without cyclic strength decay. Despite chord rotation demands of up to 0.055 rads and storey drifts of almost 5%, damage was limited and had nothing to do with the use of smooth bars in the columns. Despite the important role of bar slippage for the response, bar strains show that wherever the surrounding concrete was in compression, column bars were in compression as well. Lap splices at and/or FRP wrapping of column end regions did not have systematic effects on column behaviour. Overall, no adverse effect of the use of smooth bars was identified.
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References
Bach C, Graf O (1909) Tests of reinforced concrete beams for determination of slip resistance (in German). In: Deutscher Aussuss für Eisenbeton, Heft 1-3, Berlin
Bach C, Graf O (1910) Tests of reinforced concrete beams for determination of slip resistance (in German). In: Deutscher Aussuss für Eisenbeton Heft 4, Berlin
Bach C, Graf O (1911a) Tests of reinforced concrete beams for the determination of the effect of the shape of bar hooks (in German). In: Deutscher Aussuss für Eisenbeton Heft 9, Berlin, p 86
Bach C, Graf O (1911b) Tests of reinforced concrete beams for estimation of the resistance for various shear reinforcements (in German). In: Deutscher Aussuss für Eisenbeton, Heft 12, Berlin
Cairns J, Du Y, Law DW (2006) Residual bond strength of corroded plain round bars. Mag Concr Res 58(4):221–231
Calvi GM, Magenes G, Pampanin S (2002) Experimental test on a three storey RC frame designed for gravity only. In: Proceedings of the 12th European conference on earthquake engineering, London, Paper 727
Cosenza E, Prota A (2006) Experimental behaviour and numerical modelling of smooth steel bars under compression. J Earthq Eng 10(3):313–329
Edwards A, Yannopoulos P (1979) Local bond-stress to slip relationships for hot rolled deformed bars and mild steel plain bars. ACI J 76(3):405–420
Fardis MN, Negro P (2005) SPEAR: seismic performance assessment and rehabilitation. In: International workshop in Ispra (IT), Office of Official Publications of the European Union Luxembourg
Feldman L, Bartlett F (2005) Bond strength variability in pullout specimens with plain reinforcement. ACI Struct J 102(6):860–866
Feldman L, Bartlett F (2007) Bond stresses along plain steel reinforcing bars in pullout specimens. ACI Struct J 104(6):685–692
Fernandes C, Varum H, Costa A (2013) Importance of the bond-slip mechanism in the numerical simulation of the cyclic response of RC elements with plain reinforcing bars. Eng Struct 56:396–406
Grammatikou S, Biskinis D, Fardis MN (2016) Ultimate strain criteria for RC members in monotonic or cyclic flexure. ASCE J Struct Eng 142(9)
Grammatikou S, Fardis MN, Biskinis DE (2018) Models for the flexure-controlled strength, stiffness and cyclic deformation capacity of concrete columns with smooth bars, including lap-splicing and FRP jackets. Bull Earthq Eng 16(1):341–375
Hassan M, Feldman L (2012) Behavior of lap-spliced plain steel bars. ACI Struct J 109(2):239–244
Melo J, Fernandes C, Varum H, Rodrigues H, Costa A, Arêde A (2011) Numerical modeling of the cyclic behavior of RC elements built with plain reinforcing bars. Eng Struct 33(2):273–286
Melo J, Rossetto T, Varum H (2015) Experimental study of bond-slip in RC structural elements with plain bars. Mat Struct 48(8):2367–2381
Ministry of Public Works (2000) Hellenic code for the design and construction of reinforced concrete works. Government Gazette, 1329 B, 6-11-2000, Athens, Greece
Mylrea TD (1948) Bond and anchorage. ACI J 19(7):521–552
Prota A, De Cicco F, Cosenza E (2009) Cyclic behavior of smooth steel reinforcing bars: eperimental analysis and modeling issues. J Earthq Eng 13(4):500–519
Rehm G (1969) Kriterien zur Beurteilung von Bewehrungsstäben mit hochwertigem Verbund (Evaluation criteria for high-bond reinforcing bars). Stahlbetonbau/Berichte aus Forschung und Praxis, Hubert Rüsch gewidmet, Berlin, p 79
Ricci P, Verderame G, Manfredi G (2012) ASCE/SEI 41 provisions on deformation capacity of older-type reinforced concrete columns with plain bars. ASCE J Struct Eng 139(12)
Scheit H, Wawrziniok O (1912) Tests of reinforced concrete beams to determine the lap strength (in German). Deutscher Ausschuss für Eisenbeton. Heft 14: p 54, Berlin
Sekulovic MacLean M, Feldman L (2012) Effect of casting position and bar shape for plain steel reinforcement. In: Proceedings of the 4th international conf on bond in concrete, Brescia
Verderame G, Ricci P (2018) An empirical approach for nonlinear modelling and deformation capacity assessment of RC columns with plain bars. Eng Struct 176:539–554
Verderame G, Ricci P, De Carlo G, Manfredi G (2009a) Cyclic bond behaviour of plain bars. Part I: experimental investigation. Constr Build Mater 23(12):3499–3511
Verderame G, De Carlo G, Ricci P, Fabbrocino G (2009b) Cyclic bond behaviour of plain bars. Part II: analytical investigation. Constr Build Mater 23(12):3512–3522
Verderame G, Ricci P, Manfredi G (2010) Ultimate chord rotation of RC columns with smooth bars: some considerations about EC8 prescriptions. Bull Earthq Eng 8(6):1351–1373
Wernisch G (1937) Bond studies of different types of reinforcing bars. ACI J 34(1):145–164
Zhang X, Wu Z, Zheng J, Dong W, Bouchair A (2016) Ultimate bond strength of plain round bars embedded in concrete subjected to uniform lateral tension. Constr Build Mater 117(1):163–170
Acknowledgements
This study has been funded by the European Commission through the Transnational Access (Project ARISTA) component of H2020 Project SERA (Seismology and Earthquake Engineering Research Infrastructure Alliance for Europe, Grant Agreement Nr. 730900).
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Palios, X., Strepelias, E., Stathas, N. et al. Experimental study of a three-storey concrete frame structure with smooth bars under cyclic lateral loading. Bull Earthquake Eng 18, 5859–5884 (2020). https://doi.org/10.1007/s10518-020-00900-5
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DOI: https://doi.org/10.1007/s10518-020-00900-5