On the New "Manual on Design of Composite Steel and Concrete Structures (in Elaboration of Formulary SP 266.13330.2016 "Composite Steel and Concrete Structures. Design Rules")"

Main Article Content

Sergey B. Krylov
Vladimir A. Semenov
Denis V. Konin
Alexey S. Krylov
Lidiya S. Rozhkova

Abstract

The paper provides a brief overview of domestic and foreign guidelines (manuals) for the design of composite steel and concrete structures: steel-concrete slabs on profiled flooring, combined beams, and columns with rigid reinforcement. The necessity of creation of the actual manual corresponding to the modernlevel of development of construction science, normative documents and design practiceslinked to the new formulary SP 266.1325800.2016 is proved. It will facilitate the design, reduce labor expenditures and improve the reliability of composite steel and concrete structures. The new guidance provides general recommendations for the design of composite steel and concrete structures and the basic regulations for the calculations. The new guidance describes recommendations for modeling of composite steel and concrete structures and elements in the calculated complexes, the recommendations for calculation of combined beams fully concreting rectangular and T-section, partially concreting along with support slab on the lower flange of the beam, columns with rigid reinforcement, shear a connection of composite beams. Recommendations on the registration of creep, shrinkage and crack formation in the appointment of the modulus of elasticity are given. Recommendations on the use of diagrams of the state of concrete, reinforcement, and steel in the calculation of steel-concrete elements on a nonlinear deformation model are given. Recommendations on the use of the range of sheet flooring for steel-reinforced concrete slabs, as well as metal profiles as steel beams and rigid reinforcement in the cross sections of columns and combined beams, are presented. Recommendations on a design of units and details of composite steel and concrete structures are given, refined recommendations on buffer are presented. The examples of connection of steel beams with columns with rigid reinforcement are given. The examples of calculation of composite steel and concrete structures taking subject to the recommendations given in the Manual are presented.

Article Details

How to Cite
Krylov, S. B., Semenov, V. A., Konin, D. V., Krylov, A. S., & Rozhkova, L. S. (2019). On the New "Manual on Design of Composite Steel and Concrete Structures (in Elaboration of Formulary SP 266.13330.2016 "Composite Steel and Concrete Structures. Design Rules")". SCIENTIFIC JOURNAL “ACADEMIA. ARCHITECTURE AND CONSTRUCTION, (1), 99–106. https://doi.org/10.22337/2077-9038-2019-1-99-106
Section
Construction Sciences

References

1. SP 266.1325800.2016 Konstruktsii stalezhelezobetonnye. Pravila proektirovaniya.
2. Rukovodstvo po proektirovaniyu zhelezobetonnyh konstruktsij s zhestkoj armaturoj. - M.: Strojizdat, 1978.
3. Rekomendatsii po proektirovaniyu monolitnyh zhelezobetonnyh perekrytij so stal'nym profilirovannym nastilom / NIIZHB, TSNIIpromzdanij. - M.: Strojizdat, 1987. - 40 s.
5. Rukovodstvo dlya proektirovshhikov k Evrokodu 4: Proektirovanie stalezhelezobetonnyh konstruktsij. EN 1994-1-1 / R.P. Dzhonson; M-vo obrazovaniya i nauki Ross. Federatsii, FGBOU VPO «Mosk. gos. stroit, un-t»; nauch. red. per. V.O. Almazov, A.N. Tomilin. 2-e izd. - M. : MGSU, 2013. — 414 s.
7. STO ARSS 1151254.001-2016 Stelezhelezobetonnye konstruktsii. Pravila proektirovaniya
8. SP 35.13330.2011. Mosty i truby. Aktualizirovannaya redaktsiya SNiP 2.06.03 84* / OAO TsNIIS. - M., 2011. - 338 s.
9. STO 573938459-001-2010 Profili stal'nye listovye gnutye dlya stalebetonnyh perekrytij. Tehnicheskie usloviya / OOO «Stal'nye konstruktsii» - Ryazan' : Proflist, 2010.
10. STO 57398459-002-2011 Perekrytiya zhelezobetonnye monolitnye s nes"emnoj opalubkoj iz profilirovannogo lista. Obshhie tehnicheskie trebovaniya. Proektirovanie i proizvodstvo rabot / OOO «Stal'nye konstruktsii» - Ryazan' : Proflist, 2011.
11. STO 57398459-30-2008 (STP/PP/30) ProfiLi staL'nye Listovye gnutye dLya staLebetonnyh perekrytij / OOO «StaL'nye konstruktsii» - Ryazan' : ProfList; 2008.
12. STO 57398459-035-2014 PLity perekrytij zdanij i sooruzhenij staLezheLezobetonnye s primeneniem staL'nyh profiLirovannyhListov. Normy proektirovaniya / OOO «StaL'nye konstruktsii» - Ryazan' : ProfList; 2010.
13. Semenov V.A. Vybor raschetnyh modeLej prostranstvennyh kombinirovannyh sistem / V.A. Semenov, P.YU. Semenov // Prostranstvennye konstruktsii zdanij i sooruzhenij (issLedovanie, raschet; proektirovanie, primenenie). - 2004. - Vyp. 9.
14. Semenov V.A. O raschetah zdanij i sooruzhenij metodom konechnyh eLementov s ispoL'zovaniem izogeometricheskogo podhoda / V.A. Semenov, P.Yu. Semenov // Prostranstvennye konstruktsii zdanij i sooruzhenij (issLedovanie, raschet, proektirovanie, primenenie). - 2006. - Vyp. 10.
15. Semenov V.A. Metod soedineniya razLichnyh modeLej konechnyh eLementov i ego priLozhenie k sterzhnyam i oboLochkam / V.A. Semenov, P.YU. Semenov // Matematicheskoe modeLirovanie v mehanike spLoshnyh sred. Metody granichnyh i konechnyh eLementov / Trudy XXI Mezhdunarodnoj konferentsii. T. 2. - SPb: NIIH SpbGU, 2006.
16. Semenov V.A. Sovremennye podhody k postroeniyu raschetnyh skhem stroiteL'nyh konstruktsij i ih ispoL'zovanie pri raschetah vysotnyh zdanij / V.A. Semenov // Mezhdunarodnyj zhurnaL po raschetu grazhdanskih i stroiteL'nyh konstruktsij (InternationaL JournaL for ComputationaL CiviL and StructuraL Engineering). - 2008. - VoLume 4.
17. Semenov V.A. O nekotoryh aposteriornyh otsenkah pogreshnostej rezuL'tatov chisLennyh raschetov konstruktsij / V.A. Semenov, P.Yu. Semenov // Matematicheskoe modeLirovanie v mehanike spLoshnyh sred. Metody granichnyh i konechnyh eLementov / Trudy XX Mezhdunarodnoj konferentsii. T. III. - SPb : NIIH SpbGU, 2003.
18. EksperimentaL'nye issLedovaniya staLezheLezobetonnyh konstruktsij, rabotayushhih na vnetsentrennoe szhatie /
V.I. Travush, D.V., Konin L.S. Rozhkova [i dr]. // Academia. Arhitektura i stroiteL'stvo. - 2016. - № 3. - S. 127-135.
19. EksperimentaL'nye issLedovaniya staLezheLezobetonnyh konstruktsij, rabotayushhih na izgib / Travush V.I., Konin D.V., KryLov A.S. [i dr.] // StroiteL'stvo i rekonstruktsiya. -2017. - № 4 (72). - S. 63-71.
20. OpredeLenie nesushhej sposobnosti na sdvig kontaktnoj poverhnosti «staL'-beton» v staLezheLezobetonnyh konstruktsiyah dLya betonov razLichnoj prochnosti na szhatie i fibrobetona / Travush V.I., KaprieLov S.S., Konin D.V. [i dr.] // StroiteL'stvo i rekonstruktsiya. - 2016. - № 4 (66). - S. 45-55.
22. Arleninov, P.D. Sovremennoe sostoyanie neLinejnyh raschetov zheLezobetonnyh konstruktsij / P.D. ArLeninov, S.B. KryLov // Sejsmostojkoe stroiteL'stvo. Bezopasnost' sooruzhenij. - 2017. - № 3. - S. 50-53.
23. Arleninov P.D. Opyt sovmestnogo ispoL'zovaniya uravnenij teorii poLzuchesti i sovremennyh programmnyh raschetnyh kompLeksov / P.D. ArLeninov, S.B. KryLov // Beton i zheLezobeton. - 2013. - № 3. - S. 9-10.
24. Muhamediev T. A. Raschet prochnosti staLezheLezobetonnyh koLonn s ispoL'zovaniem deformatsionnoj modeLi / T.A. Muhamediev, O.I. Starchikova // Beton i zheLezobeton. - 2006. - № 4. - S. 18-21.
25. Karpenko N.I. Obshhie modeLi mehaniki zheLezobetona / Karpenko N.I. - M. : Strojizdat, 1996. - 416 s.
26. MurashkinG.V. ModeLirovanie diagrammy deformirovaniya betona i skhemy napryazhenno-deformirovannogo sostoyaniya / G.V. Murashkin, V.G. Murashkin // Izvestiya vysshih uchebnyh zavedenij. StroiteL'stvo. - 1997. - № 10. - S. 4-6.
27. Mordovskij S.S. Napryazhennoe sostoyanie eksperimentaL'nyh obraztsov pri vnetsentrennom nagruzhenii [ELektronnyj resurs] / S.S. Mordovskij, V.G. Murashkin // ELektronnyj nauchnyj zhurnaL «Sovremennye probLemy nauki i obrazovaniya». - 2012. - № 4. - Rezhim dostupa: http://science-education.ru/ru/articLe/view?id=6794 (data obrashheniya 01.03.2018).

Similar Articles

1 2 3 4 5 6 7 8 9 10 > >> 

You may also start an advanced similarity search for this article.