Calculation of deflection of one-layer and two-layer slabs supported on four sides

• Autorzy: Smorkalov D.

Warianty tytułu

RU

Raschet progibov odno- i dvukhslojjnykh plit, opertykh po konturu

• Języki publikacji: EN

Abstrakty

EN

RU

Słowa kluczowe

EN

slab; deflection; steel fibre; concrete; construction material; reinforcement; experimental research; calculation model

• Wydawca: -
• Czasopismo: Teka Komisji Motoryzacji i Energetyki Rolnictwa
• Rocznik: 2014
• Tom: 14
• Numer: 4
• Opis fizyczny: p.161-168,fig.,ref.

Twórcy

autor

Smorkalov D.

• Kyiv National University of Construction and Architecture, Povitroflotskyy Prosp. 31, Kyiv, Ukraine

Bibliografia

• 1. Barashykov A.Ya., Smorkalov D.V., 2014. Calculation of solidity of one-layer and two-layer reinforced concrete slabs supported on four sides. Resource efficient materials, structures, buildings, and constructions: Collected studies. Rivne, 2014, Issue 28, 127-134 (in Ukraine).
• 2. Galerkin B.G., 1933. The resilient thin plate. M, Gosstroiizdat, 1933, 458 (in Russian).
• 3. Gorodetsky A.S., Schmukler V.S., Bondarev A.V., 2003. Information Technology of calculation and design of building konstruktsiy: Proc. Manual. Kharkiv, NTU "KPI", 2003, 889 (in Russian).
• 4. Gvozdev A.A., 1949. Calculation of bearing capacity by limit equilibrium method. Moscow, Stroyizdat, 1949, 280 (in Russian).
• 5. Zhuravskyi O.D., Smorkalov D.V., 2002. Methodology and results of experimental studies of two-layer slabs. Steel reinforcement concrete constructions. Research, design, construction, operation: Collected research papers, Issue 5, Kryvyi Rig, KTU, 2002 (in Ukraine).
• 6. Korolyov A.N. Calculation methods for slab deflections supported on four sides at short-term load. Concrete and reinforced concrete Vol. 3, I960, 9-11 (in Russian).
• 7. Murashev V.I., 1950. Crack resistance, stiffness and strength of concrete. M, Mashstroyizdat, 1950, 230 (in Russian).
• 8. LIRA-CAD 2011. Tutorial: Electronic Edition , 2011, 396 (in Russian).
• 9. Rudenko N., 2010. The development of conception of new generation concretes. TEKA: Kom. Mot. Energ. Roln, 2014-, Vol. XB, 128-133.
• 10. Smorkalov D.V., 2003. Crack resistance and fracture modes for two-layer slabs. Resource efficient materials, structures, buildings, and constructions: Collected research papers. Rivne, 2003, Issue 9, 323-330 (in Ukraine).
• 11. Snyder M. 1972. Factors affecting the flexural strength of steel fibrous concrete. ACI Journal, 1972, Vol. 69, No. 2, 96-100.
• 12. SP 52-103-2007, 2007. Code of practice on design and construction. Reinforced concrete cast-in-place constructions of buildings. Moscow, 2007 (in Russian).
• 13. Stages A., 1981. Ring; fiber reinforced concrete. ACI Journal. 1981, Vol. 78, No. 5, 369-373.
• 14. ACI .Journal. 1973. State-of-the-art report on fiber reinforced concrete, 1973, Vol. 70, 729-744.
• 15. Tarasov V.P., 1974. The use of fiber-reinforced concrete in construction. Industrial construction. 1974, Vol. 7, 44-4-5 (in Russian).
• 16. Tattersall G.H., 1974. Bond strength in steel-fibre-reinforced concrete. Journal of Concrete Research. 1974, Vol. 26, No. 87, 105-113.