Hysteretic cyclic response of concrete columns reinforced with smooth bars |
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| Authors: | Kamyar Karbasi Arani Mohammad S Marefat Marco Di Ludovico Andrea Prota Gaetano Manfredi |
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| Institution: | 1. Department of Structural Engineering, University of Naples Federico II, Via Caludio, 21, 80125, Naples, Italy
2. School of Civil Engineering, College of Engineering, University of Tehran, Enqelab Ave., Tehran, Iran
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| Abstract: | The application of smooth (plain) bars in reinforced concrete (RC) construction has been abandoned since the 1970s; however, there are many old reinforced concrete buildings in the world whose construction is based on this old style that are now in need of structural seismic rehabilitation according to the requirements of present day seismic rehabilitation codes. The focus of this study concerns the investigation of the hysteretic cyclic response of RC columns with smooth bars. The results of six column specimens having a variety of details for overlapping splices of longitudinal bars while experiencing two different levels of axial loads under cyclic loading reversals are presented. Through analysis of test observations and the obtained experimental results, it is attempted to clarify major aspects of hysteretic response for RC columns with smooth bars, from a seismic assessment point of view. The hysteretic force–drift responses of columns are deeply investigated and a new concept explaining the flag shape form of the hysteretic response is presented. Furthermore, the rocking response of columns is predicted with a new formulation that assumes an internal compression strut inside the column body as a consequence of rocking that originated from high base rotations. Finally, a simple hysteresis rule is proposed which is the result of considering the combination of two springs in parallel to provide the total hysteretic response as the summation of rocking hysteretic and bottom anchor (smooth bar) hysteretic responses. |
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