The effect of air cavities on the mechanisms of cracking and performance levels of side joints concrete frames

Document Type : Original Article

Authors

1 Assistant Professor of Civil Engineering Islamic Azad University, Dehaghan Branch, Islamic Azad University, Dehaghan/Isfahan, Iran

2 PHD student، Department of Structural Civil Engineering, Khomeinishahr Branch, Islamic Azad University، Isfahan، Iran

Abstract

The presence of holes in the sensitive areas of the beam-to-column connection can cause unwanted damage. In this article, using the connection truss model and time history loading, the effect of the mentioned holes in changing the functional levels of the connection has been investigated. Validation was done by modeling and numerical analysis of a healthy lateral connection whose cyclic test results are available up to the collapse threshold. Four functional levels were defined based on the crack width and the effect of the presence of the cavity on the change of the crack width in the connection was investigated. It was found that due to the creation of an air cavity, the bearing capacity of the connection is reduced and it enters the failure range earlier, but the presence of the cavity can change the way of damage distribution in the connection so that some cracks are more open and others are closed. Also, the sliding of rebars increases due to the presence of holes in compression cycles, these changes increase the need for connection ductility. So that in the recent study, this slip shows an increase of up to 91%. By dividing the connection into 40 equal parts and placing the hole in different parts, the holes created at the joint of beam and column can be more destructive. On the other hand, the sensitivity is less than the central cavities. Also, the holes placed in the vicinity of the longitudinal bars, even with a small volume, can accelerate the destruction of the connection due to the intensification of the slip. It was found that the presence of a cavity can increase energy consumption, so that a cavity with a volume of 2.5% near the column can improve the average amount of energy loss by 1.6%.

Keywords

Main Subjects


[1] Dolatabadi, P.D., et al., System identification method by using inverse solution of equations of motion in time domain and noisy condition. Physica A: Statistical Mechanics and its Applications, 2020. 538: p. 122680.
[2] Ghafory-Ashtiany, M. and M. Ghasemi, System identification method by using inverse solution of equations of motion in frequency domain. Journal of vibration and control, 2013. 19(11): p. 1633-1645.
[3] Dolatabadi, P.D., et al., Sensitivity of beam-column element stiffness matrix to the crack parameters. Journal of Vibroengineering, 2018. 20(4): p. 1708-1719.
[4] Alath, S., Modeling inelastic shear deformation in reinforced concrete beam-column joints. 1995.
[5] Beres, A., et al., Experimental results of repaired and retrofitted beam-column joint tests in lightly reinforced concrete frame buildings. Technical Rep. No. NCEER-92, 1992. 25.
[6] Biddah, A. and A. Ghobarah, Modelling of shear deformation and bond slip in reinforced concrete joints. Structural engineering and mechanics: An international journal, 1999. 7(4): p. 413-432.
[7] Anderson, M., D. Lehman, and J. Stanton, A cyclic shear stress–strain model for joints without transverse reinforcement. Engineering Structures, 2008. 30(4): p. 941-954.
[8] Ricci, P., et al., Experimental tests of unreinforced exterior beam–column joints with plain bars. Engineering Structures, 2016. 118: p. 178-194.
[9] Shayanfar, J., H.A. Bengar, and A. Parvin, Analytical prediction of seismic behavior of RC joints and columns under varying axial load. Engineering Structures, 2018. 174: p. 792-813.
[10] Sharma, A., R. Eligehausen, and G. Reddy, A new model to simulate joint shear behavior of poorly detailed beam–column connections in RC structures under seismic loads, Part I: Exterior joints. Engineering Structures, 2011. 33(3): p. 1034-1051.
[11] Girgin, S.C., İ.S. Misir, and S. Kahraman, Seismic performance factors for precast buildings with hybrid beam-column connections. Procedia engineering, 2017. 199: p. 3540-3545.
[12] Mohemmy, M. and V. Broujerdian, Valid simulation of bond-slip behavior between concrete and reinforcement. Journal of Civil and Environmental Engineering, 2021. 50(101): p. 73-82.
[13] Pantelides, C.P., et al., Seismic performance of reinforced concrete building exterior joints with substandard details. Journal of Structural Integrity and Maintenance, 2017. 2(1): p. 1-11.
[14] Zhang, X. and B. Li, Seismic performance of exterior reinforced concrete beam-column joint with corroded reinforcement. Engineering Structures, 2021. 228: p. 111556.
[15] Al-Bayati, A.F., Shear strength of reinforced concrete beam–column joints. Asian Journal of Civil Engineering, 2022: p. 1-33.
[16] Mousavi, S.S. and M. Dehestani. Influence of mixture composition on the structural behaviour of reinforced concrete beam-column joints: A review. in Structures. 2022. Elsevier.
[17] Liu, T., et al., Machine-learning-based models to predict shear transfer strength of concrete joints. Engineering Structures, 2021. 249: p. 113253.
[18] Sudarshan, N. and T. Chandrashekar Rao, Vibration Impact on Fresh Concrete of Conventional and UHPFRC. International Journal of Applied Engineering Research, 2017. 12(8): p. 1683-1690.
[19] Bowers, J.T., Nonlinear cyclic truss model for beam-column joints of non-ductile RC frames. 2014, Virginia Tech.
[20] SAP, V., 15.2. 1, CSI Analysis Reference Manual for SAP2000, ETABS, SAFE, and CSiBridge. Computers and Structures, Inc, 2013.
[21] Dodd, L. and J. Restrepo-Posada, Model for predicting cyclic behavior of reinforcing steel. Journal of structural engineering, 1995. 121(3): p. 433-445.
[22] Lowes, L.N. and A. Altoontash, Modeling reinforced-concrete beam-column joints subjected to cyclic loading. Journal of Structural Engineering, 2003. 129(12): p. 1686-1697.
[23] Peer, P., Ground motion database. Pacific Earthquake Engineering Research Center, 2014.