Design of Reinforced Concrete Beam-Column Joint
Design of Reinforced Concrete Beam-Column Joint |
||
 |
International Journal of Engineering Trends and Technology (IJETT) |  |
| © 2022 by IJETT Journal | ||
| Volume-70 Issue-3 |
||
| Year of Publication : 2022 | ||
| Authors : Ravikumar. S, Kothandaraman. S |
||
| https://doi.org/10.14445/22315381/IJETT-V70I3P210 | ||
How to Cite?
Ravikumar. S, Kothandaraman. S, "Design of Reinforced Concrete Beam-Column Joint," International Journal of Engineering Trends and Technology, vol. 70, no. 3, pp. 85-94, 2022. Crossref, https://doi.org/10.14445/22315381/IJETT-V70I3P210
Abstract
In general, Reinforced Concrete (RC) plays a significant role in the construction industry. A concrete devoid of reinforcement is weak in tension; thus, RC is highly significant. As a result, when the tensile stress goes beyond, the concrete is utilised with reinforcement, which augments the Tensile Strength (TS). This concrete can be constructed in numerous varied shapes and sizes, from a simple rectangular column to a slender curved dome or shell, as it is a robust construction material. In RC, the steel`s TS and the concrete`s Compressive Strength (CS) work jointly to permit the member to uphold the stresses over substantial spans. Therefore, the RC Beam-Column (RCBC) joints` design should be valued in-depth necessarily. Subsequently, the shear forces acting on joints, the methodologies utilised in shear forces acting on joints, the Shear Resisting Mechanism (SRM), systems utilised in SRM, along the RCBC joint`s design specifications are reviewed in this work. Furthermore, the TS between Natural Aggregate Concrete (NAC) and Recycled Aggregate Concrete (RAC), the CS between NAC and RAC, and the reinforcing bar`s tensile development length are also reviewed in this paper.
Keywords
Reinforcement, Beam column joint, Design, Shear resistance, Shear force, Beam column, Model, and Tensile.
Reference
[1] John-Michael Wong, Kristen Parrish, Iris D. Tommelein and Bozidar Stojadinovic, Communication and process simulation of set-based design for concrete reinforcement, In 2007 Winter Simulation Conference, IEEE, Washington, DC, USA, (2007) 9-12.
[2] Ragavendra S, Praveen Reddy I and Dr Archanaa Dongre, Fibre-reinforced concrete-A case study, In Proceeding of 33rd national Convention of Architectural Engineers and National Seminar on Architectural Engineering Aspect for sustainable building envelopes, (2017).
[3] Biswajit Roy and Aminul Islam Laskar, "Beam–column subassemblies with construction joint in columns above and below the beam", Magazine of Concrete Research, 70(2) (2018) 71-83.
[4] Jiepeng Liu, Chengran Xu, Nian Ao, Liang Feng and Zhou Wu, Study artificial potential field on the clash free layout of rebar in reinforced concrete beam-column joints, In 2018 15th International Conference on Control, Automation, Robotics and Vision (ICARCV), IEEE, (2018) 18-21
[5] Timon Rabczuk, Akkermann J and Eibl J, A numerical model for reinforced concrete structures, International Journal of Solids and Structures, 42(5-6) ( 2005) 1327-1354.
[6] Murty C. V. R, Rupen Goswami, Vijayanarayanan A. R and Mehta V, Earthquake behaviour of buildings, Gujarat State Disaster Management Authority, Gandhinagar, (2012).
[7] Prakash Panjwani and Dr Sk Dubey, Study of reinforced concrete beam-column joints, International Journal of Engineering Research, 4(6)( 2015) 321-324.
[8] Ibrahim G Shaaban and Osama A. Seoud, Experimental behaviour of full-scale exterior beam-column space joints retrofitted by ferrocement layers under cyclic loading, Case Studies in Construction Materials, 8, (2018) 61-78,
[9] Bhuiyan Mohammad Golam Kibria, Fahim Ahmed, Raquib Ahsan, Mehedi Ahmed Ansary, Experimental investigation on the behaviour of reinforced concrete interior beam-column joints retroftted with fibre reinforced polymers, Asian Journal of Civil Engineering, (2019), Doi.org/10.1016/j.cscm.2017.11.002.
[10] Wang J. H, Cyclic behaviours of reinforced concrete beam-column joints with debonded reinforcements and beam failure: experiment and analysis, Bulletin of Earthquake Engineering, . 19(1) (2021) 101-133.
[11] Kannan C Bhanu, N Ganesan and Indira P V, A review on strut and tie methods, IOP Conference Series Materials Science and Engineering, 936 (2020) 1-7.
[12] Uma S. R and Sudhir K. Jain, Seismic design of beam-column joints in RC moment Resisting frames review of codes, Structural Engineering and Mechanics, 23(5)(2006) 579-597.
[13] Ho Choi, Yasushi Sanada and Yoshiaki Nakano, Diagonal strut mechanism of URM Wall infilled RC frame for multi bays, Procedia Engineering, 210 (2017) 409-416.
[14] Chuang Shi, Hongwei Guo, Yadi Cheng, Rongqiang Liu and Zongquan Deng, Design and multi-objective comprehensive optimisation of cable-strut tensioned antenna mechanism, Acta Astronautica, 178 (2021) 406-422.
[15] Rongfu Lin, Weizhong Guo, Changjie Zhao, Youyuan Tang, Chenyao Zhao and Ziyue Li, Topological design of a new family of legged mobile landers based on Truss-Mechanism Transformation method, Mechanism and Machine Theory, 149(2) (2020) 1-17.
[16] Yundou Xu, Liangliang Chen, Wenlan Liu, Jiantao Yao, Jialong Zhu and Yongsheng Zhao, Type synthesis of the deployable mechanisms for the truss antenna using the method of adding constraint chains, Journal of Mechanisms and Robotics, 10(4) (2018) 1-13.
[17] Subramanian N, Design of confinement reinforcement for RC columns, The Indian Concrete Journal,. 85(8) (2011) 25-36.
[18] Joakim Jeppsson and Sven Thelandersson, Behavior of reinforced concrete beams with loss of bond at longitudinal reinforcement, Journal of Structural Engineering, 129(10) (2003) 1376-1383.
[19] Nik Farhanim Binti Imran, Tensile force and bond stress of longitudinal reinforcement in heavily reinforced concrete beam, Project, Universiti Tun Hussein Onn Malaysia, (2011)
[20] Khalid Abdel Naser Abdel Rahim, Modelling of reinforced concrete beam-column joint for cyclic earthquake loading, American Journal of Civil Engineering and Architecture, 7(2) 67-114.
[21] Ayman Mosallam, Khaled Allam and Mohamed Salama, Analytical and numerical modelling of RC beam-column joints retrofitted with FRP laminates and hybrid composite connectors, Composite Structures, 214 (2019) 486-503.
[22] Surendra P Shah, Ming-Liang Wang and Lan Chung, Model concrete beam-column joints subjected to cyclic loading at two rates, Materials and Structures, 20( 2) (1987) 85-95.
[23] Shehata E. Abdel Raheem, Evaluation of Egyptian code provisions for seismic design of moment-resisting-frame multi-story buildings, International Journal of Advanced Structural Engineering,5(1) (2013) 1-18.
[24] Michael N Fardis, Shear strength model for RC joints, consistent with the shear design rules for prismatic members in the second-generation Eurocodes, Bulletin of Earthquake Engineering, vol. 19(2) (2021) 889-917.
[25] Shinji Morita, Kazuhiro Kitayama, Shinji Kishida and Takao Nishikawa, Shear force and capacity in reinforced concrete beam-column joints with good bond along beam and column bars, In 13 th World Conference on Earthquake Engineering, August 1-6, Canada, (2004).
[26] Uma S. R and Meher Prasad A, Seismic behaviour of beam-column joints in reinforced concrete moment resisting frames, Final Report: A-Earthquake Codes, IITK-GSDMA Project on Building Codes, 80(1)(1996) 33-42.
[27] Ambekar O.D, Jadhav HS, Bursting stresses in beam-column joint analysed and designed as per Indian standards, International Journal of Science and Research 5(6) (2016) 1837-1841.
[28] Sivanathan Thirukumaran and Buddhima Indraratna, A review of shear strength models for rock joints subjected to constant normal stiffness Journal of Rock Mechanics and Geotechnical Engineering, 8(3) (2016) 405-414.
[29] Margherita Hwang, Shyh-Jiann and Hung-Jen Lee, Analytical model for predicting shear strengths of exterior reinforced concrete beam-column joints for sesimic resistance, ACI Structural Journal, 96(5) (1999) 846-857.
[30] Tung M. Tran, Muhammad N. S Hadi, Shear strength model of reinforced-concrete exterior joint cyclic loading, Proceedings of the Institution of Civil Engineers Structures and Buildings, 170 (8), (2017) 603-617.
[31] Kanak N. Parate, Ratnesh Kumar, Simplified empirical model for shear strength of RC beam-column Joints, Asian Journal of Civil Engineering, (2018), Doi: 10.1007/s42107-018-0090-8.
[32] Uma S. R and Sudhir K. Jain, Seismic design of beam-column joints in RC moment-resisting frames-Review of codes, Structural Engineering and Mechanics, 23(5) (2006) 579-597.
[33] Subramanian N and DS Prakash Rao, Seismic design of joints in RC structures-A review, Indian Concrete Journal, 77(2)(2003)883-892.
[34] Dario De Domenico, Devid Falliano and Giuseppe Ricciardi, Confinement effect of different arrangements of transverse reinforcement on axially loaded concrete columns: An experimental study, Journal of the Mechanical Behavior of Materials, 28 (2019) 13-19.
[35] Sudhir K Jain, Ingle R. K and Goutam Mondal, Proposed codal provisions for the design and detailing of beam-column joints in seismic regions, Indian Concrete Journal,80(8) (2006) 27-35.
[36] Myoungsu Shin and James M. LaFave, Testing and modelling for cyclic joint shear deformations in RC beam-column connections, In 13th World Conference on Earthquake Engineering, August 1-6, Canada, (2004).
[37] Lui, E.M, Structural Steel Design, Structural Engineering Handbook, CRC Press, Ed. Chen Wai-Fah, (2000).
[38] Nicholas Brooke, Les Megget, Richard Fenwick and Jason Ingham, Bond strength of reinforced concrete beam-column joints incorporating 500 MPA reinforcement, 13th World Conference on Earthquake Engineering, August 1-6, Canada, (2004).
[39] Subramanian N, Development length of reinforcing bars: Need to revise Indian codal provisions, Indian Concrete Journal, 79(8) (2005) 39-46.
[40] Zena R Aljazaeri, Michael A. Janke and John J. Myers, A novel and effective anchorage system for enhancing the flexural capacity of RC beams strengthened with FRCM composites, Composite Structures, 210(2019) 20-28.
[41] Rajagopal S and Prabavathy S, Exterior beam-column joint study with non-conventional reinforcement detailing using mechanical anchorage under reversal loading, Sadhana, 39(5) (2014) 1185-1200.
[42] Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings https://www.saiglobal.com/PDFTemp/Previews/OSH/IS/EN/2005/I.S.EN1998-1-(2005).pdf.
[43] Svetlana Brzev, Sudhir K. Jain, Durgesh C Rai, Ductile design and detailing of reinforced concrete structures subjected to seismic forces – code of practice proposed modifications and commentary, Proposed Modifications & Commentary, Indian Institute of Technology, (2019).
[44] John F. Bonacci, Sergio M. Alcocer, Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures, Reported by Joint ACI-ASCE Committee, (2002).
[45] James R Cagley, James M. LaFave, Patrick Paultre, Marvin E. Criswell, Douglas D. Lee, M. Saiid Saiidi, Catherine E. French et al., Recommendations for the design of beam-column connections in monolithic reinforced concrete structures, visvesvaraya National Institute of Technology, (2019).
[46] Ingle R. K and Sudhir K. Jain, Confinement factor and loss calculation of rectangular multiple quantum well waveguide, Technical Digest CLEO/Pacific Rim `99. Pacific Rim Conference on Lasers and Electro-Optics, 30 Aug 3 Sept 1999, Seoul, Korea (South), (1999).
[47] Youn-Sub Lim, Doe-Gun Kim, Jeong-Joon Lee and Young-Wan Choi, Building code requirements for structural concrete (aci 318-05) and commentary (ACI 318R-05), International Concrete Abstracts Portal, (2004).
[48] Muktha Tumkur, Design of concrete structures, Canadian Standards Association, (2004) 1-55397-559-6.
[49] Hitoshi Shiohara, Quadruple flexural resistance in r/c beam-column joints, 13th World Conference on Earthquake Engineering, Canada, (2004).
[50] Design for Shear, https://by.genie.uottawa.ca/~murat/Chapter%202%20-%20SHEAR%20DESIGN%20SP%2017%20-%2009-07.pdf.
[51] Sang Whan Han, Seung Bum Kim and Taeo Kim, Effect of transverse reinforcement on the seismic behaviour of diagonally reinforced concrete coupling beams, Engineering Structures, 196 (2019) 1-15. [52] Abolfazl Nouri, Mohammad Hossein Saghafi and Ali Golafshar, Evaluation of beam-column joints made of HPFRCC composites to reduce transverse reinforcements, Engineering Structures, 201 (2019) 1-12.
[53] Andri Setiawan, Robert L. Vollum, Lorenzo Macorini and Bassam A. Izzuddin, Punching of RC slabs without transverse reinforcement supported on elongated columns, In Structures Elsevier, 27 (2020) 2048-2068.
[54] Suraya Hani Adnan, Yee Loon Lee, Ismail Abdul Rahman, Hamidah Mohd Saman and Mia Wimala Soejoso, Compressive strength of recycled aggregate to concrete with various percentage of recycled aggregate, National Seminar on Civil Engineering Research, Malaysia, Skudai, (2007) 11-12
[55] Silva R. V, De Brito J and Dhir R. K, Tensile strength behaviour of recycled aggregate concrete, Construction and Building Materials, vol. (2015) 108-118.
[56] Bhusan Basnet, Evaluation of mechanical properties of self-consolidating concrete, PhD diss, Master`s Theses, Western Michigan University, (2005).
[57] Juan Murcia-Delso, Andreas Stavridis and Benson Shing P, Tension development length of large-diameter bars for severe cyclic loading, ACI Structural Journal,112(6) (2015) 689-700.
[58] Hoque M. M, Islam N, Mohammed and Faruk O, Review of design codes for tension development length for reinforced concrete members, Journal of Civil Engineering, 42(1)(2014) 39-61.
[59] Mazdoor Kisan Shakti Sangathan, Jawaharlal Nehru, Tensile testing at ambient temperature, Mechanical Testing of Metals Sectional Committee, (2005).
[60] Dr Pal Chana, European concrete platform ASBL, 3, (2019), ISO 6892-1:2019.
[61] Reinforcing Steel Identification https://pdf4pro.com/amp/tag/53830/table-of-contents-reinforcing-steel.html.