Current Science

Open Access Open Access  Restricted Access Subscription Access

Seismic Performance of Precast Slab to Beam Connection: An Overview


Affiliations
1 Division of Structural Engineering, Department of Civil Engineering, College of Engineering Guindy, Anna University, Chennai 600 025, India
 

Precast construction is common across the world, but in India the level of acceptance is less, although it offers several benefits compared to the cast-in-place construction. Adopting a suitable connection for pre-cast elements is very important in providing the over-all robustness to the structure. Among all precast connections, the precast slab to beam connection is considered a vital one as the horizontal load is trans-ferred to the vertical load resisting structural elements by the diaphragm action. This article mainly focuses on the seismic performance of the precast slab to beam connections with an experimental evaluation of the basic concepts of design and detailing of the con-nections. This overview will pave way to refine work on the slab to beam connections in future research.

Keywords

Connectors, Hollow Core Slabs, Precast Slab to Beam Connection, Seismic Performance.
User
Notifications
Font Size

  • Megally, S., Seible, F., Garg, M. and Dowell, R. K., Seismic performance of precast segmental bridge superstructures with internally bonded prestressing tendons. PCI J., 2002, 47, 40–56.

  • Park, R., Seismic design and construction of precast concrete buildings in New Zealand. PCI J., 2002, 47, 60–75.

  • Ersoy, U., Seismic resistant reinforced concrete structures-design principles. J. Islamic Acad. Sci., 1988, 1, 20–26.

  • Mostert, L. H., Design and construction preferences for connections in the precast concrete industry of South Africa. Doctoral dissertation, University of Stellenbosch, Stellenbosch, South Africa, 2014.

  • Wyllie, L. A. and Filson, J. R., Armenia earthquake of December 7, 1988: Reconnaissance Report. Earthq. Spectra Spl Suppl., 1989, 5, 1–175.

  • US Department of Energy Office of Scientific and Technical Information, The December 7, 1988 Armenia Earthquake Effects on Selected Power, Industrial and Commercial Facilities, Electric Power Research Institute, Palo Alto, United States, CA, EPRI-NP7359-M TRN: 91-023981, 1991.

  • Mitchell, D., Devall, R. H., Saatcioglu, M., Simpson, R., Tinawi, R. and Tremblay, R., Damage to concrete structures due to the 1994 Northridge earthquake. Can. J. Civil Eng., 1995, 22, 361–377.

  • Norton, J. A., King, A. B., Bull, D. K., Chapman, H. E., McVerry, G. H., Larkin, T. J. and Spring, K. C., Northridge earthquake reconnaissance report Bulletin of the New Zealand Society for Earthquake Engineering. Bull. NZ Natl. Soc. Earthq. Eng., 1994, 27, 235–344.

  • Swiss Society of Earthquake Engineering and Structural Dynamics, The Adana-Ceyhan Earthquake of June 27, 1998, Structural Dynamics (SGEB), 1998.

  • Corney, S. R., Henry, R. S. and Ingham, J. M., Performance of precast concrete floor systems during the 2010/2011 Canterbury earthquake series. Mag. Concrete Res., 2014, 66, 563–575.

  • Wellington City Council Targeted Assessment Programme, Kaikoura Earthquakes of 14 November 2016, New Zealand Society for Earthquake Engineering (NZSEE) and Structural Engineering Society of New Zealand (SESOC), 2016.

  • Henry, R. S., Dizhur, D., Elwood, K. J., Hare, J. and Brunsdon, D., Damage to concrete buildings with precast floors during the 2016 Kaikoura earthquake. Bull. NZ Soc. Earthq. Eng., 2017, 50, 174–186.

  • Corney, S. R., Ingham, J. M. and Henry, R. S., Seismic testing of support connections in deep hollow-core floor units. ACI Struct. J., 2018, 115, 735–748.

  • Ram Kumar, Patterson, M. and Jain, S., A case-study on use of precast technology for construction of high-rise buildings. In Global Energy Technology Summit 2016, National Thermal Power Corporation, 2016, pp. 1–16.

  • Aswad, A. and Jacques, F. J., Behavior of hollow-core slabs subject to edge loads. PCI J., 1992, 37, 72–86.

  • Mitchell, D., Practical design of reinforced and prestressed concrete structures. Can. J. Civil Eng., 1986, 13, 120–120.

  • Pisanty, A., The shear strength of extruded hollow-core slabs. Mater. Struct., 1992, 25, 224–230.

  • Tawadrous, R. and Morcous, G., Shear strength of deep hollowcore slabs. ACI Struct. J., 2018, 115, 699–709.

  • Hegger, J., Roggendorf, T. and Kerkeni, N., Shear capacity of prestressed hollow core slabs in slim floor constructions. Eng. Struct., 2009, 31, 551–559.

  • Hegger, J., Roggendorf, T. and Teworte, F., FE analyses of shearloaded hollow-core slabs on different supports. Mag. Concrete Res., 2010, 62, 531–541.

  • Hawkins, N. M. and Ghosh, S. K., Shear strength of hollow-core slabs. PCI J., 2006, 51, 110–114.

  • ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318-05R), ACI Committee Structural Building Code, 2004.

  • Collins, M. P., Mitchell, D., Adebar, P. and Vecchio, F. J., A general shear design method. ACI Struct. J., 1996, pp. 36–45.

  • ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (ACI 318R-95), ACI Committee Structural Building Code, 1995.

  • Darwin, D., Tension development length and lap splice design for reinforced concrete members. Prog. Struct. Eng. Mater., 2005, 7, 210–225.

  • Said, M. K., Rahman, M. K. and Baluch, M. H., Analysis and design of prestressed precast hollow core slabs using strut and tie method. Arab. J. Sci. Eng., 2012, 37, 457–468.

  • Blandón, J. J. and Rodríguez, M. E., Behavior of connections and floor diaphragms in seismic-resisting precast concrete buildings. PCI J., 2005, 50, 56–75.

  • Elliot, K. S., Precast Concrete Structures, CRC Press, New York, USA, 2017.

  • Kurobane, J., Packer, J. A., Wardenier, J. and Yeomans, N., Design Guide for Structural Hollow Section Column Connections, TUV-Verlag GmbH, Cidect, Germany, 2004.

  • Irish Standard I.S EN 1998-1: 2004, Eurocode 8: Design of Structures for Earthquake Resistance – Part 1: General Rules, Seismic Actions and Rules for Buildings, National Standard Academy of Ireland Standards, 2012.

  • Walraven, J., Connections between precast elements: types, design, application. In Course Design Principles for Precast Concrete Structures, University of Cape Town, South Africa, 2013.

  • Ghosh, S. K., Cleland, N. M. and Naito, C. J., Seismic Design of Precast Concrete Diaphragms – A Guide for Practicing Engineers (NIST GCR 17-917-47/NEHRP Seismic Design Technical Brief No. 13), Applied Technology Council (ATC), United States of America, 2017.

  • Liu, Q., Chen, S., Lin, W. and Zeng, F., Experimental study on novel energy-dissipating prefabricated beam-column joints. Adv. Civil Eng., 2019, 2019, 17.

  • PCI, PCI Manual for the Design of Hollow Core Slabs, PCI Hollow Core Slab Producers Committee, 2015.

  • Kiang-Hwee, T., Lian-Xiang, Z. and Paramasivam, P., Designing hollow-core slabs for continuity. PCI J., 1996, 41, 82–91.

  • Santos, A. P., Ferreira, M. A., Carvalho, R. C. and Pinheiro, L. M., Determination of reinforcing bars for tests of hollow core slabs with continuity. Rev. IBRACON Estrut. Mater., 2013, 6, 903–932.

  • Civil and Natural Resources Engineering, Assessment of HollowCore Floors for Seismic Performance, University of Canterbury, Civil and Natural Resources Engineering, Christchurch, New Zealand, 2010.

  • Woods, L. J., Bull, D. K. and Fenwick, R. C., The seismic performance of hollow-core flooring: the significance of negative bending moments. In 14th World Conference on Earthquake Engineering, Beijing, China, 2008, pp. 1–9.

  • Blades, P. S., Jacks, D. H. and Beattie, G. J., Investigation of the Influence of the End Support Condition on the Shear Strength of Prestressed Voided Slabs (Dy-core), Report 90-25115, Central Laboratories, Ministry of Works & Development, Lower Hutt, New Zealand, 1990.

  • Mejia-McMaster, J. C. and Park, R., Tests on special reinforcement for the end support of hollow-core slabs. PCI J., 1994, 39, 90–105.

  • Mejia-McMaster, J. C. and Park, R., Precast concrete hollow-core floor unit support and continuity. Master of Science Thesis, University of Canterbury, Christchurch, New Zealand, 1994.

  • Oliver, S. J., The performance of concrete topped precast hollowcore flooring systems reinforced with and without dramix steel fibres under simulated seismic loading. Doctoral dissertation, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 1998.

  • Herlihy, M., Precast concrete floor support and diaphragm action. Doctoral dissertation, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2000.

  • Matthews, J., Bull, D. K. and Mander, J. B., Background to the testing of a precast concrete hollow-core floor slab building. In Proceedings of Pacific conference on Earthquake Engineering, New Zealand Society for Earthquake Engineering, University of Canterbury, Christchurch, New Zealand, 2003, pp. 1–9.

  • Matthews, J., Hollow-core floor slab performance following a severe earthquake. Doctoral dissertation, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2004.

  • Department of Civil Engineering, Proof of Concept Tests for Hollowcore Floor Unit Connections, University of Canterbury Christchurch, New Zealand, 2003.

  • Lindsay, R. A., Mander, J. B. and Bull, D. K., Preliminary results from experiments on hollow-core floor systems in precast concrete buildings. In 2004 New Zealand Society for Earthquake Engineering Conference, Rotorua, New Zealand, 2004, pp. 1–9.

  • Lindsay, R. A., Mander, J. B. and Bull, D. K., Experiments on the seismic performance of hollow-core floor systems in precast concrete buildings. In Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, 2004, pp. 1–15.

  • Fenwick, R. and Macrae, G., Comparison of New Zealand standards used for seismic design of concrete buildings. Bull. NZ Soc. Earthq. Eng., 2009, 42, 187–203.

  • NZS 3101.1:2006, Concrete Structures Standard, Part 1: The Design of Concrete Structures and Part 2: Commentary on the Design of Concrete Structures, New Zealand Standard, 2006.

  • Woods, L. J., The significance of negative bending moments in the seismic performance of hollow-core flooring. Doctoral dissertation, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2008.

  • MacPherson, C. J., Mander, J. B. and Bull, D. K., Reinforced concrete seating details of hollow-core floor systems. In 2005 New Zealand Society of Earthquake Engineering Conference, Rotorua, New Zealand, 2005, 24, 1–9.

  • Corney, S. R., Henry, R. S. and Ingham, J. M., Testing support connections of 400 hollow-core precast concrete floors. In NCEE 2014 – 10th US National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering, Anchorage, Alaska, 2014, pp. 1–11.

  • SESOC, NZSEE, NZCS, Seismic Performance of Hollow Core Floor Systems Preliminary Draft – April 2009, 2009.

  • Corney, S. R., Henry, R. S. and Ingham, J. M., Testing support connections of rib and timber infill precast concrete floors. In The New Zealand Concrete Industry Conference, Rotorua, New Zealand, 2015, pp. 1–13.

  • Corney, S. R., Henry, R. S. and Ingham, J. M., Seismic testing of connections in precast concrete floor systems. In Concrete – Innovation and Design, FIB Symposium, Copenhagen, Copenhagen, Denmark, 2015, pp. 1–12.

  • FIB-Bulletin 43, Structural connections for precast concrete buildings, Fédération Internationale du Béton, Task Group 6.2, Switzerland, February 2008.

  • NZS 3101.1:1995, Concrete Structures Standard, Part 1: The Design of Concrete Structures, New Zealand Standard, 1995.

  • Liew, H. Y., Performance of Hollow-core Floor Seating Connection Details. Doctoral dissertation, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2004.

  • Jensen, J. P., Bull, D. K. and Pampanin, S., Conceptual retrofit strategy for existing hollow-core seating connections. In 2006 New Zealand Society for Earthquake Engineering Conference, Napier, New Zealand, 2006, pp. 1–9.

  • Dolan, C. W. and Pessiki, S. P., Model testing of precast concrete connections. PCI J., 1989, 34, 84–103.

  • Jensen, J. P. and Bull, D. K., Experimental investigation of existing hollow-core seating connection seismic behaviour pre and post retrofit intervention. In The New Zealand Concrete Industry Conference, 2007, pp. 1–10.

  • Felicetti, R., Toniolo, G. and Zenti, C. L., Experimental investigation on the seismic behaviour of connections in precast structures. In Proceedings of the International FIB Symposium 2008 – Tailor Made Concrete Structures: New Solutions for our Society, CRC press, London, 2008, pp. 955–961.

  • Belleri, A., Torquati, M. and Riva, P., Seismic performance of ductile connections between precast beams and roof elements. Mag. Concrete Res., 2014, 66, 553–562.

  • Shariati, A., Ramli Sulong, N. H., Suhatril, M. and Shariati, M., Various types of shear connectors in composite structures: a review. Int. J. Phys. Sci., 2012, 7, 2876–2890.

  • El-Lobody, Finite element modelling of shear connection for steel-concrete composite girders. Doctoral dissertation, The University of Leeds, Department of Civil Engineering, West Yorkshire, UK, 2002.

  • Lam, D., Designing composite beams with precast hollowcore slabs to Eurocode 4. Adv. Steel Constr., 2007, 3, 594–606.

  • Souza, P. T., Kataoka, M. N. and el Debs, A. L. H. C., Experimental and numerical analysis of the push-out test on shear studs in hollow core slabs. Eng. Struct., 2017, 147, 398–409.

  • Maleki, S. and Bagheri, S., Behaviour of channel shear connectors, Part I: Experimental study. J. Constr. Steel Res., 2008, 64, 1333–1340.

  • Shim, C. S., Kim, J. H., Chang, S. P. and Chung, S. H., The behaviour of shear connections in a composite beam with a full-depth precast slab. Proc. Inst. Civil Eng. – Struct. Build., 2000, 140, 101–110.

  • Shim, C. S., Lee, P. G. and Chang, S. P., Design of shear connection in composite steel and concrete bridges with precast decks. J. Constr. Steel Res., 2001, 57, 203–219.

  • Shim, C. S., Lee, P. G. and Yoon, T. Y., Static behavior of large stud shear connectors. Eng. Struct., 2004, 26, 1853–1860.

  • Lee, K.-D. and Han, J.-I., Fatigue behavior of composite beams with pyramidal shear connectors under repeated loading. KSCE J. Civil Eng., 1998, 2, 119–128.

  • Lee, P. G., Shim, C. S. and Chang, S. P., Static and fatigue behavior of large stud shear connectors for steel-concrete composite bridges. J. Constr. Steel Res., 2005, 61, 1270–1285.

  • Fu, F., Lam, D. and Ye, J., Modelling semi-rigid composite joints with precast hollow-core slabs in hogging moment region. J. Constr. Steel Res., 2008, 64, 1408–1419.

  • Fu, F., Lam, D. and Ye, J., Moment resistance and rotation capacity of semi-rigid composite connections with precast hollow-core slabs. J. Constr. Steel Res., 2010, 66, 452–461.

  • Qureshi, J., Lam, D. and Ye, J., Effect of shear connector spacing and layout on the shear connector capacity in composite beams. J. Constr. Steel Res., 2011, 67, 706–719.

  • Zellner, W., Recent designs of composite bridges and a new type of shear connector. In Engineering Foundation Conference, Henniker, New Hampshire, United States, 1987, pp. 240–252.

  • Oguejiofor, E. C. and Hosain, M. U., Parametric study of perfobond rib shear connectors. Can. J. Civil Eng., 1994, 21, 614–625.

  • Oguejiofor, E. C. and Hosain, M. U., Tests of full-size composite beams with perfobond rib connectors. Can. J. Civil Eng., 1995, 22, 80–92.

  • Veríssimo, G. S., Paes, J. L. R., Valente, I., Cruz, P. J. S. and Fakury, R. H., Design and experimental analysis of a new shear connector for steel and concrete composite structures. In Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management – Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost, Porto, Portugal, 2006, pp. 807–809.

  • Vianna, J. da C., Costa-Neves, L. F., Vellasco, P. C. G. da S. and de Andrade, S. A. L., Structural behaviour of T-perfobond shear connectors in composite girders: an experimental approach. Eng. Struct., 2008, 30, 2381–2391.

  • Vianna, J. da C., Costa-Neves, L. F., da, P. C. G. and de Andrade, S. A. L., Experimental assessment of perfobond and T-perfobond shear connectors’ structural response. J. Constr. Steel Res., 2009, 65, 408–421.

  • Vianna, J. da. C., de Andrade, S. A. L., Vellasco, P. C. G. da S. and Costa-Neves, L. F., Experimental study of perfobond shear connectors in composite construction. J. Constr. Steel Res., 2013, 81, 62–75.

  • Vayas, I. and Iliopoulos, A., Design of Steel-Concrete Composite Bridges to Eurocodes Design of Steel-Concrete Composite Bridges to Eurocodes, CRC Press, Boca Raton, Florida, United States, 2013.

  • Cândido-Martins, J. P. S., Costa-Neves, L. F. and Vellasco, P. C. G. da S., Experimental evaluation of the structural response of perfobond shear connectors. Eng. Struct., 2010, 32, 1976–1985.

  • Hamidi, B., Design of composite beams using light steel constructions. In Scientific Proceedings: X International Congress ‘Machines, Technologies, Materials’, 2013, pp. 125–127.

  • Pashan, A., Behaviour of channel shear connectors: push-out tests. Master of Science Thesis, Department of Civil and Geological Engineering, University of Saskatchewan, Canada, SK, 2006.

  • Hosain, M. U. and Pashan, A., Channel shear connectors in composite beams: push-out tests. In ASCE, Composite Construction in Steel and Concrete V, 2006, pp. 501–510.

  • Abdul-Wahab, H. M. S., Strength of vertical joints with steel fiber reinforced concrete in large panel structures. Struct. J., 1992, 89, 367–374.

  • Araujo, D. L. and El. Debs, M. K., Beam-slab connection in precast bridge decks with pockets filled out with high-performance concrete and shear key. IBRACON Struct. J., 2005, 1, 1–28.

  • Bradford, M. A. and Pi, Y. L., Computational modelling of deconstructable composite steel-concrete beams. Civil Comp. Proc., 2012, 99, 1–15.

  • Bradford, M. A. and Pi, Y. L., Nonlinear elastic-plastic analysis of composite members of high-strength steel and geopolymer concrete. CMES – Comput. Model. Eng. Sci., 2012, 89, 389–416.

  • Rowe, M. and Bradford, M. A., Partial shear interaction in deconstructable steel-concrete composite beams with bolted shear connectors. In International Conference Proceedings of Design, Fabrication and Economy of Metal Structures, Miskolc, Hungary, 2013, pp. 585–590.

  • Suwaed, A. S. H. and Karavasilis, T. L., Novel demountable shear connector for accelerated disassembly, repair, or replacement of precast steel-concrete composite bridges. J. Bridge Eng., ASCE, 2017, 22, 1–18.

  • Suwaed, A. S. H. and Karavasilis, T. L., Removable shear connector for steel-concrete composite bridges. Steel Compos. Struct., 2018, 29, 107–123.

  • Shehata, I. A. E. M., Shehata, L. D. C. D. and de Mendonça, E. C. G., Strength of shear keys used in pre-cast prestressed composite beams. Mater. Struct., 2010, 43, 675–685.

  • Issa, M. A., Salas, J. S., Shabila, H. I. and Alrousan, R. Z., Composite behavior of precast concrete full-depth panels and prestressed girders. PCI J., 2006, 51, 132–145.


Abstract Views: 464

PDF Views: 147




  • Seismic Performance of Precast Slab to Beam Connection: An Overview

Abstract Views: 464  |  PDF Views: 147

Authors

D. Vinutha
Division of Structural Engineering, Department of Civil Engineering, College of Engineering Guindy, Anna University, Chennai 600 025, India
R. Vidjeapriya
Division of Structural Engineering, Department of Civil Engineering, College of Engineering Guindy, Anna University, Chennai 600 025, India
K. P. Jaya
Division of Structural Engineering, Department of Civil Engineering, College of Engineering Guindy, Anna University, Chennai 600 025, India

Abstract


Precast construction is common across the world, but in India the level of acceptance is less, although it offers several benefits compared to the cast-in-place construction. Adopting a suitable connection for pre-cast elements is very important in providing the over-all robustness to the structure. Among all precast connections, the precast slab to beam connection is considered a vital one as the horizontal load is trans-ferred to the vertical load resisting structural elements by the diaphragm action. This article mainly focuses on the seismic performance of the precast slab to beam connections with an experimental evaluation of the basic concepts of design and detailing of the con-nections. This overview will pave way to refine work on the slab to beam connections in future research.

Keywords


Connectors, Hollow Core Slabs, Precast Slab to Beam Connection, Seismic Performance.

References





DOI: https://doi.org/10.18520/cs%2Fv121%2Fi1%2F61-76