Experience and current issues of designing of steel and concrete composite structures of roof and floor systems

Authors

DOI:

https://doi.org/10.26906/znp.2020.55.2337

Keywords:

steel and concrete composite structures, a roof, a floor, a permanent shuttering, cross-sections

Abstract

The current state of the building covering structures is thoroughly investigated, in particular, the world experience in the construction and building of various roof and floor structures, made of various materials, including composites, has been studied. A thorough results analysis of theoretical studies and experimental tests on the constructive solutions effectiveness determination conducted by domestic and foreign scientists has been carried out. Based on the received information about the features of the construction and technological solutions, there were determined the advantages and disadvantages of existing construction structures, the prospective development directions. Based on the result of actual scientific and technical literature analysis, the main research objectives are formulated.

References

Galambos T.V. (2000). Recent research and design developments in steel and composite steel-concrete structures in USA. Journal of Constructional Steel Research, 55(1), 289-303

https://doi.org/10.1016/S0143-974X(99)00090-5

Jianguo N. & Zhiwu Y. (1999). Research and practice of composite steel-concrete beams in China. China Civil Engineering Journal, 32(2), 3-8

Lam D. (2005). Advances in composite construction in the UK. Proceedings of the Second International Symposium on Worldwide Codified Design and Technology in Steel Structures. Hong Kong, 133-144

Gasii G., Hasii O. & Zabolotskyi O. (2017). Estimate of technical and economic benefits of a new space composite structure. MATEC Web of Conferences, 116, 02014

https://doi.org/10.1051/matecconf/201711602014

Bonilla J., Bezerra L.M., Mirambell E. & Massicotte B. (2018). Review of stud shear resistance prediction in steel-concrete composite beams. Steel and Composite Structures, 27(3), 355-370

https://doi.org/10.12989/scs.2018.27.3.355

Chrzanowski M., Odenbreit C., Obiala R., Bogdan T. & Degée H. (2019). Transfer of shear stresses at steel‐concrete interface: Experimental tests and literature review. Steel Construction, 12(1), 44-54

https://doi.org/10.1002/stco.201800024

Liew J.R., Yan J.B. & Huang Z.Y. (2017). Steel-concrete-steel sandwich composite structures-recent innovations. Journal of Constructional Steel Research, 130, 202-221

https://doi.org/10.1016/j.jcsr.2016.12.007

Shan Z.W. & Su R.K.L. (2020). A review on composite actions of plate-reinforced composite coupling beams, Advanced Steel Construction, 16(2), 94-98

http://dx.doi.org/10.18057/IJASC.2020.16.2.1

Shariati A., Ramli S.N.H., Suhatril M. & Shariati M. (2012). Various types of shear connectors in composite structures. International Journal of Physical Sciences, 7(22), 2876-2890

https://doi.org/10.5897/IJPSx11.004

Storozhenko L.I., Gorb О.G. & Bilokurov P.S. (2014). Adhesive strength of steel and concrete. Collection of Scientific Works of the Ukrainian State University of Railway Transport, 149, 113-118

Klimenko Y.V. (2014). To the issue of definition of design resource of the steel-concrete composite stuctures. Academic journal. Industrial Machine Building, Civil Engineering, 3(42), 116-119

Krukhmalov A.V. (2010). The strain- stress state of steel reinforced concrete beams. Science and Transport Progress. Bulletin of Dnipropetrovsk National University of Railway Transport, 33, 143-145

Krupchenko O.A. (2008). Deflected mode and strength of double-Ts composite structures with upper belt produced from reinforced concrete. (PhD thesis). Poltava National Technical Yuri Kondratyuk University, Poltava.

Skolybog O.V. (2006). Steel reinforced beams with outer sheet reinforcement. (PhD thesis). Poltava National Technical Yuri Kondratyuk University, Poltava.

Gasii G.M. (2014). Technological and design features of flat-rod elements with usage of composite reinforced concrete. Metallurgical and Mining Industry, 4, 23-25

Storozhenko L.I., Nyzhnyk O.V. & Kuch T.P. (2009). Experimental studies of composite steel-concrete beam structures with reinforcement by tubes. Roads and bridges, 11, 319-324

Glazunov Yu.V. (2006). Economic feasibility of using structures with external reinforcement. Municipal economy of cities, 73, 190-197

Golodnov K.A. (2013). Study of steel-reinforced concrete beams at repeating and alternating loading modes. Construction, materials science, mechanical engineering, 69, 148-154

Jahin S.V. (2002). Bended I-beams with the cavities filled with concrete. (PhD thesis). Poltava National Technical Yuri Kondratyuk University, Poltava.

Vatulya G.L. & Orel E.F. (2012). Effect of section parameters on the bearing capacity of steel-concrete structures. Academic Journal. Industrial Machine Building, Civil Engineering, 3(33), 30-34

Costa-Neves L.F., Silva J.G.S., Lima L.R.O. & Jordao S. (2014). Multi-storey, multi-bay buildings with composite steel-deck floors under human-induced loads: The human comfort issue. Computers and Structures, 136, 34-46

https://doi.org/10.1016/j.compstruc.2014.01.027

Wright H.D., Evans H.R. & Harding P.W. (1987). The use of profiled steel sheeting in floor construction. Journal of Constructional Steel Research, 7(4), 279-295

https://doi.org/10.1016/0143-974X(87)90003-4

Mahachi J. & Dundu M. (2012). Prediction of the debonding/slip load of composite deck slabs using fracture mechanics. Journal of the South African Institution of Civil Engineering, 54(2), 112-116

Abbas H.S., Bakar S.A., Ahmadi M. & Haron Z. (2015). Experimental studies on corrugated steel-concrete composite slab. Gradevinar, 67(3), 225-233

https://doi.org/10.14256/JCE.1112.2014

Abas F., Bradford M., Foster S. & Gilbert R. Ian (2016). Shear bond behaviour of steel fibre reinforced concrete (SFRC) composite slabs with deep trapezoidal decking: Experimental study. Composite Construction in Steel and Concrete VII, 561-580

https://doi.org/10.1061/9780784479735.043

Altoubat S., Ousmane H. & Barakat S. (2015). Effect of fibers and welded-wire reinforcements on the diaphragm behavior of composite deck slabs. Steel and Composite Structures, 19(1), 153-171

http://dx.doi.org/10.12989/scs.2015.19.1.153

Hicks S.J. & Smith A.L. (2014). Stud shear connectors in composite beams that support slabs with profiled steel sheeting. Structural Engineering International, 24(2),

-253

https://doi.org/10.2749/101686614X13830790993122

Hechler O., Braun M., Obiala R. et al. (2016). CoSFB-Composite slim-floor beam: Experimental test campaign and evaluation. Composite Construction in Steel and Concrete VII, 158-172

https://doi.org/10.1061/9780784479735.013

Peltonen S. & Leskelä M. (2006). Connection behaviour of a concrete dowel in a circular web hole of a steel beam. Composite Construction in Steel and Concrete V, 544-552

https://doi.org/10.1061/40826(186)51

Huo B.Y. (2012). Experimental and analytical study of the shear transfer in composite shallow cellular floor beams (PhD Thesis). City University London, London

Kim Y.J., Oh S.H., Yoon M.H. et al. (2009). Experimental investigation of deck plate system with non-welding truss type deformed steel wires (tox deck plate slab). International Journal of Steel Structures, 9(4), 315-327

https://doi.org/10.1007/BF03249505

Wang C.M., Zhao X., Wu M. et al. (2013). Application of steel bar truss deck construction technology in a large steel project. Applied Mechanics and Materials, 368-370, 851-854

https://doi.org/10.4028/www.scientific.net/AMM.368-370.851

Tang R.Q. & Huang Y. (2013). The static study on steel truss concrete slab composite structure. Journal of

Guizhou University (Natural Sciences), 5, 23-27

Kim I., Kim Y., Oh H. et al. (2016). Behavior of a CFT Truss girder with precast decks under negative bending moment. Composite Construction in Steel and Concrete VII, 214-225

https://doi.org/10.1061/9780784479735.017

Perera S.V.T.J. (2008). Shear capacity of composite deck slabs with concrete filled steel tubes (Ph.D thesis).

Muratuwa: University of Moratuwa

Perera S.V.T.J. (2013). A composite floor truss top chord using concrete-filled steel tube (CFST). ICSBE-2012: International Conference on Sustainable Built Environment. Access mode:

http://dl.lib.mrt.ac.lk/handle/123/8937

Storozhenko L.I., Nyzhnuk O.V., Klestov O.V. et al. (2013). Experimental studies of steel-framed floor slabs compared to conventional reinforced concrete slabs.

Resource-saving materials, constructions, buildings and structures, 25, 454-465

Abovskaya S.N. (1992). New spatial steel-concrete coating structures. Krasnoyarsk: Stroyizdat

Teslya V.A. & Gukin A.S. (2005). Steel and concrete composite slab SRS-15. Bulletin of the Kuzbass State Technical University, 3, 117-121

Glazunov Yu.V. (2008). Features and structural properties of steel-concrete structures. Municipal economy of cities, 85, 198-202

Downloads

Published

2020-12-30

How to Cite

Storozhenko, L., & Gasii, G. (2020). Experience and current issues of designing of steel and concrete composite structures of roof and floor systems. Збірник наукових праць Галузеве машинобудування будівництво Academic Journal Industrial Machine Building Civil Engineering, 2(55), 15–25. https://doi.org/10.26906/znp.2020.55.2337