Numerical Study of Seismic Performance of Reinforced Concrete Moment-Resisting Frame with Cold-Joint

Document Type : Research

Authors

1 Assistant Professor, Department of Civil Engineering, Bandargaz Branch, Islamic Azad University, Bandargaz, Iran.

2 Associate Professor, Department of Civil Engineering, Shahrood University of Technology, Shahrood, Iran.

Abstract

In this paper, the seismic performance of reinforced concrete moment-resisting frame with cold-joint subjected to monotonic lateral load has been studied numerically using Pushover analysis. Two modes of fracture may occur for cold-joint in a frame subjected to in-plane loading. The modes are Mode-I (stress orthogonal to the local plane of the crack surface) and Mode-II (stress parallel to the crack surface but orthogonal to the crack front). In order to model cold-joint and verify its behavior in mode I and mode II fracture mechanics, first the three-point bending beam with an initial notch in the middle of the span and then the S-shaped specimen, used in the push-off test, have been modeled and validated. Furthermore, a single-story single-span bare frame has been monotonically modeled at first and validated by laboratory results. Then cold-joint has been added to this frame and analyzed. Moreover, to investigate the effect of the number of spans, the considered frame has been analyzed with two and three spans in both monolithic (MJ) and with the cold-joint (CJ) statuses. In order to investigate the seismic performance, parameters such as ultimate lateral capacity, stiffness, and ductility have been evaluated. The results of this study show that in general, the presence of cold-joint in the frame has little effect on the ultimate lateral capacity and stiffness but has a significant impact on the ductility of the frame.

Keywords

References

[1] Halvorsen, G. T., Poston, R. W., Barlow, P., Fowler, D. W., Palmbaum, H. M., Barth, F. G., ... & Hansen, W. (2002). 224.3 R-95: Joints in Concrete Construction (Reapproved 2013). American Concrete Institute, ACI Committee, 224.  
[2] Masi, A., Santarsiero, G., Lignola, G. P., & Verderame, G. M. (2013). Study of The Seismic Behavior of External RC Beam-Column Joints Through Experimental Tests and Numerical Simulations. Engineering Structures, 52, 207-219.
https://doi.org/10.1016/j.engstruct.2013.02.023  
[3] Li, B., & Leong, C. L. (2015). Experimental and Numerical Investigations of The Seismic Behavior of High-Strength Concrete Beam-Column Joints With Column Axial Load. Journal of Structural Engineering, 141(9), e04014220.
https://doi.org/10.1061/(ASCE)ST.1943-541X.0001191  
[4] Barbhuiya, S., & Choudhury, A. M. (2015). A Study on The Size Effect of RC Beam-Column Connections Under Cyclic Loading. Engineering Structures, 95, 1-7.
https://doi.org/10.1016/j.engstruct.2015.03.052  
[5] Somma, G., Pieretto, A., Rossetto, T., & Grant, D. N. (2015). RC Beam To Column Connection Failure Assessment and Limit State Design. Materials and Structures, 48(4), 1215-1231.
https://doi.org/10.1617/s11527-013-0227-x  
[6] Ning, N., Qu, W., & Ma, Z. J. (2016). Design Recommendations For Achieving "Strong Column-Weak Beam" In RC Frames. Engineering Structures, 126, 343-352.
https://doi.org/10.1016/j.engstruct.2016.07.053  
[7] Mangalathu, S., & Jeon, J. S. (2018). Classification of Failure Mode and Prediction of Shear Strength For Reinforced Concrete Beam-Column Joints Using Machine Learning Techniques. Engineering Structures, 160, 85-94.
https://doi.org/10.1016/j.engstruct.2018.01.008  
[8] Yang, H., Zhao, W., Zhu, Z., & Fu, J. (2018). Seismic Behavior Comparison of Reinforced Concrete Interior Beam-Column Joints Based on Different Loading Methods. Engineering Structures, 166, 31-45.
https://doi.org/10.1016/j.engstruct.2018.03.022  
[9] Oinam, R.M., Kumar, P., & Sahoo, D.R. (2019). Cyclic Performance of Steel Fiber-Reinforced Concrete Exterior Beam-Column Joints. Earthquakes and Structures, 16(5), 533-546.  
[10] Alaee, P., & Li, B. (2020). Analytical Investigations of Reinforced Concrete Beam-Column Joints Constructed Using High-Strength Materials. Journal of Earthquake Engineering, 24(5), 774-802.
https://doi.org/10.1080/13632469.2018.1453403  
[11] Park, S. H., Yoon, D., Kim, S., & Geem, Z. W. (2021). Deep Neural Network Applied to Joint Shear Strength for Exterior RC Beam-Column Joints Affected by Cyclic Loadings. In Structures ,Elsevier, 33, 1819-1832.
https://doi.org/10.1016/j.istruc.2021.05.031  
[12] Borujerdi, A.S., et al. (2021). Evaluation of Structural Performance For Beam-Column Joints With High-Strength Materials Under Cyclic Loading Using PIV Technique. Journal of Building Engineering, e103283.
https://doi.org/10.1016/j.jobe.2021.103283  
[13] Tonidis, M., & Sharma, A. (2021). Numerical Investigations on The Influence of Transverse Beams and Slab on The Seismic Behavior of Substandard Beam-Column Joints. Engineering Structures, 247, e113123.
https://doi.org/10.1016/j.engstruct.2021.113123  
[14] Sachdeva, P., Roy, A. D., & Kwatra, N. (2021). Behaviour of Steel Fibers Reinforced Exterior Beam-Column Joint Using Headed Bars Under Reverse Cyclic Loading. In Structures, 33, 3929-3943.
https://doi.org/10.1016/j.istruc.2021.06.074  
[15] Vidjeapriya, R., & Jaya, K. P. (2012). Experimental Study on Two Simple Mechanical Precast Beam-Column Connections Under Reverse Cyclic Loading. Journal of Performance of Constructed Facilities, 27(4), 402-414.
https://doi.org/10.1061/(ASCE)CF.1943-5509.0000324  
[16] Shariatmadar, H., & ZAMANI, B. E. (2014). An Investigation of Seismic Response of Precast Concrete Beam to Column Connections: Experimental Study. Asian Journal of Civil Engineering-Building And Housing, 15.  
[17] Parastesh, H., Hajirasouliha, I., & Ramezani, R. (2014). A New Ductile Moment-Resisting Connection For Precast Concrete Frames In Seismic Regions: An experimental investigation. Engineering Structures, 70, 144-157.
https://doi.org/10.1016/j.engstruct.2014.04.001  
[18] Adibi, M., Talebkhah, R., & Yahyaabadi, A. (2019). Simulation of Cyclic Response of Precast Concrete Beam-Column Joints. Computers and Concrete, 24(3), 223-236.  
[19] Yu, J., Zhang, W., Tang, Z., Guo, X., & Pospíšil, S. (2020). Seismic Behavior of Precast Concrete Beam-Column Joints With Steel Strand Inserts Under Cyclic Loading. Engineering Structures, 216, e110766.
https://doi.org/10.1016/j.engstruct.2020.110766  
[20] Tarabia, A. M., Etman, E. E., Allam, S. M., & Aboelhassan, M. G. (2021). Modeling of Precast Reinforced Concrete Beam-column Joints Under Cyclic Loading. Journal of Earthquake Engineering, 26(14), 7626-7655.
https://doi.org/10.1080/13632469.2021.1964651  
[21] Elsanadedy, H. M. (2021). New Moment-Resisting Beam-Column Joints to Increase Progressive Collapse Resistance of Precast Concrete Buildings. Journal of Building Engineering, 44, e102884.
https://doi.org/10.1016/j.jobe.2021.102884  
[22] Roy, B., & Laskar, A. I. (2017). Cyclic Behavior of In-Situ Exterior Beam-Column Subassemblies With Cold Joint In Column. Engineering Structures, 132, 822-833.
https://doi.org/10.1016/j.engstruct.2016.12.001  
[23] Roy, B., & Laskar, A. I. (2018). Beam-Column Subassemblies With Construction Joint In Columns Above and Below The Beam. Magazine of Concrete Research, 70(2), 71-83.
https://doi.org/10.1680/jmacr.17.00155  
[24] Alfarah, B., López-Almansa, F., & Oller, S. (2017). New Methodology For Calculating Damage Variables Evolution in Plastic Damage Model for RC structures. Engineering Structures, 132, 70-86.
https://doi.org/10.1016/j.engstruct.2016.11.022  
[25] Desayi, P., & Krishnan, S. (1964). Equation For The Stress-Strain Curve of Concrete. In Journal Proceedings, 61(3), 345-350.
https://doi.org/10.14359/7785  
[26] Majewski, S. (2003). The Mechanics of Structural Concrete In Terms of Elasto-Plasticity. Publishing House of Silesian University of Technology, Gliwice.  
[27] Massicotte, B., Elwi, A. E., & MacGregor, J. G. (1990). Tension-Stiffening Model For Planar Reinforced Concrete Members. Journal of Structural Engineering, 116(11), 3039-3058.
https://doi.org/10.1061/(ASCE)0733-9445(1990)116:11(3039)  
[28] Beverly, P. (2010). fib Model Code For Concrete Structures. New York: Wiley.  
[29] Lubliner, J., Oliver, J., Oller, S., & Oñate, E. (1989). A Plastic-Damage Model For Concrete. International Journal of Solids and Structures, 25(3), 299-326.
https://doi.org/10.1016/0020-7683(89)90050-4  
[30] Tao, Y., & Chen, J. F. (2015). Concrete Damage Plasticity Model For Modeling FRP-To-Concrete Bond Behavior. Journal of Composites For Construction, 19(1), e04014026.
https://doi.org/10.1061/(ASCE)CC.1943-5614.0000482  
[31] Al-Chaar, G., Issa, M., & Sweeney, S. (2002). Behavior of Masonry-Infilled Nonductile Reinforced Concrete Frames. Journal of Structural Engineering, 128(8), 1055-1063.
https://doi.org/10.1061/(ASCE)0733-9445(2002)128:8(1055)  
[32] Shah, S.G., & Kishen, J.C. (2010). Nonlinear Fracture Properties of Concrete-Concrete Interfaces. Mechanics of Materials, 42(10), 916-931.
https://doi.org/10.1016/j.mechmat.2010.08.002  
[33] Júlio, E. N. B. S., Dias-da-Costa, D., Branco, F. A. B., & Alfaiate, J. M. V. (2010). Accuracy of Design Code Expressions For Estimating Longitudinal Shear Strength of Strengthening Concrete Overlays. Engineering Structures, 32(8), 2387-2393.
https://doi.org/10.1016/j.engstruct.2010.04.013  
[34] ACI, A. (2014). Building Code Requirements for Structural Concrete (ACI 318-14): Commentary on Building Code Requirements for Structural Concrete (ACI 318r-14): An ACI Report.  
[35] Hibbett., Karlsson., & Sorensen. (1998). ABAQUS/standard: User's Manual, Vol. 1.  
[36] Gere, J. M., & Timoshenko, S. P. (1997). Mechanics of Materials. Boston : PWS Publishing Company.  
[37] Gerges, N. N., Issa, C. A., & Fawaz, S. (2015). Effect of Construction Joints on The Splitting Tensile Strength of Concrete. Case Studies in Construction Materials, 3, 83-91.
https://doi.org/10.1016/j.cscm.2015.07.001  
[38] Issa, C. A., Gerges, N. N., & Fawaz, S. (2014). The Effect of Concrete Vertical Construction Joints on The Modulus of Rupture. Case Studies in Construction Materials, 1, 25-32.
https://doi.org/10.1016/j.cscm.2013.12.001  
[39] Shah, S. G., & Kishen, J. C. (2010). Fracture Behavior of Concrete-Concrete Interface Using Acoustic Emission Technique. Engineering Fracture Mechanics, 77(6), 908-924.
https://doi.org/10.1016/j.engfracmech.2010.01.018  
[40] Park, R. (1989). Evaluation of Ductility of Structures and Structural Assemblages From Laboratory Testing. Bulletin of the New Zealand Society for Earthquake Engineering, 22(3), 155-166.
https://doi.org/10.5459/bnzsee.22.3.155-166  
[41] Paulay, T., & Priestley, M. N. (1992). Seismic Design of Reinforced Concrete and Masonry Buildings. New York: Wiley.
https://doi.org/10.1002/9780470172841  
[42] American Society of Civil Engineering. (2007). Seismic Rehabilitation of Existing Buildings.  
[43] Council, B. S. S. (2000). Prestandard and Commentary for The Seismic Rehabilitation of Buildings (FEMA-356).  
[44] Hwang, S. K., & Yun, H. D. (2004). Effects of Transverse Reinforcement on Flexural Behaviour of High-Strength Concrete Columns. Engineering Structures, 26(1), 1-12.
https://doi.org/10.1016/j.engstruct.2003.08.004  
[45] Priestley, M., & Park, R. (1987). Strength and Ductility of Concrete Bridge Columns Under Seismic Loading. Structural Journal, 84(1), 61-76.
https://doi.org/10.14359/2800
 
Numerical Methods in Civil Engineering
Volume 7, Issue 3
March 2023
Pages 13-25

Files

History

  • Receive Date: 20 January 2022
  • Revise Date: 28 June 2022
  • Accept Date: 04 July 2022

Share

How to cite

Statistics