ANALYSIS OF STRESS-STRAIN STATE OF THE STEEL-CONCRETE COMPOSITE RIBBED SLAB AS A PART OF THE SPATIAL GRIDCABLE SUSPENDED STRUCTURE
Abstract
The nature of deformation and stress distribution in steel-concrete ribbed composite slab that is part of the space module of the steel and concrete grid-cable composite structure with span of 30 m were investigated. The plate was made with 20 mm thick and the size in terms 1.5×1.5 m. The plate has 30 mm height and 50 mm width ribs that giving the plate additional
rigidity. Strengthening steel-concrete composite plate is provided with woven nets from steel wire by a diameter of 0.9 mm and a cell size of 12×12 mm. Connections woven reinforcing nets with each other is performed using embedded parts. The ribs were reinforced with rods of class
A400C diameter of 6 mm. The design is made from the fine concrete C25/30. Analysis of stressstrain state the design was made with a numerical method. For the modeling of the physical and mechanical properties of the materials of the plates have been reduced characteristics. The main parameters were reduced modulus of elasticity plate and ribs.
References
Gasii G. M. Technological and design features of flat-rod elements with usage of composite reinforced concrete / G. M. Gasii // Metallurgical and Mining Industry. – 2014. – № 4 – P. 23 – 25.
Storozhenko L. I. Experimental research of strain-stress state of ferrocement slabs of composite
reinforced concrete structure elements / L. I. Storozhenko, G. M. Gasii // Metallurgical and Mining Industry. – 2014. – № 6. – P. 40 – 42.
New composite beams having cold-formed steel joists and concrete slab / C.T.T. Hsu, S. Punurai, W. Punurai, Y. Majdi // Engineering Structures. – Elsevier, 2014. – Vol. 71. – P. 187 – 200.
Стороженко Л. І. Просторові сталезалізобетонні структурно-вантові покриття / Л. І. Стороженко, Г. М. Гасій, С. А. Гапченко. – Полтава: ТОВ «АСМІ», 2015. – 218 с.
Storozhenko L. I. Prostorovi stalezalizobetonni strukturno-vantovi pokrittya / L. I. Storozhenko, G. M. Gasiy, S. A. Gapchenko. – Poltava: TOV «ASMI», 2015. – 218 s.
Behaviour and Design of Composite Steel and Concrete Building Structures / B. Uy, Z. Tao, D. Lam, L. H. Han. – Boca Raton: CRC Press, 2016. – 400 p.
Oehlers D. J. Composite Steel and Concrete Structures: Fundamental Behavior / D. J. Oehlers, M. A. Bradford. – Elsevier, 2013. – 588 p.
Johnson R.P. Composite structures of steel and concrete - beams, slabs, columns, and frames for buildings / R. P. Johnson. – Blackwell: Wiley-Blackwell, 2004. – 252 p.
Holomek J. Experimental and numerical investigation of composite action of steel concrete slab /
J. Holomek, M. Bajer // Procedia Engineering. – Elsevier, 2013. – Vol. 40. – P. 143 – 147.
Rowe M. Partial Shear Interaction in Deconstructable Steel-Concrete Composite Beams with Bolted
Shear Connectors / M. Rowe, M. A. Bradford // Design, Fabrication and Economy of Metal
Structures. – Berlin Heidelberg; Springer, 2013. – P. 585 – 590.
Ranzi G. State of the art on the time-dependent behaviour of composite steel-concrete structures /
G. Ranzi, G. Leoni, R. Zandonini // Journal of Constructional Steel Research. – Elsevier, 2013. –
Vol. 80. – P. 252 – 263.
Барабаш М. С. Методи комп’ютерного моделювання для розрахунку сталезалізобетонних
плит перекриття / М. С. Барабаш, О. І. Лапенко // Збірник наукових праць. Серія: Галузеве
машинобудування, будівництво. – Полтава: ПолтНТУ, 2012. – Вип. 3(33). – С. 12 – 17.
Barabash M. S. Metodi komp’yuternogo modelyuvannya dlya rozrahunku stalezalizobetonnih plit
perekrittya / M. S. Barabash, O. I. Lapenko // Zbirnik naukovih prats. Seriya: Galuzeve mashinobuduvannya, budivnitstvo. – Poltava: PoltNTU, 2012. – Vip. 3(33). – S. 12 – 17.
Нижник О. В. Безбалкові та часторебристі сталезалізобетонні перекриття / О. В. Нижник. – Полтава: Видавець Шевченко Р. В., 2012. – 380 с.
Nizhnik O. V. Bezbalkovi ta chastorebristi stalezalizobetonni perekrittya / O. V. Nizhnik. – Poltava: Vidavets Shevchenko R. V., 2012. – 380 s.
