Skip to main content
SpringerLink
Log in

Finite Element Modeling of Complexly Stressed Reinforced Concrete Structures

  • Conference paper
  • First Online:
Proceedings of MPCPE 2021

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 182))

Abstract

Paper presents application of the nonlinear finite element model Cyclic Softened Membrane Model (CSSM) to analyze the plane-stressed reinforced concrete elements, such as shear walls, partitions, lintels, wall panels, deep beams, and others. This constitutive model developed at the University of Houston and implemented in the software complex OpenSees (Open System for Earthquake Engineering Simulation) was successfully used in our previous analyses of shear critical zones of the experimental thin-webbed reinforced concrete beams with varied types of reinfocemenr (bars, mesh) and basic characteristics of material and shear span. The following results have been acquired: the appropriate choice of mesh size for finite elements results in best proximity of strength and deformation analysis of the reference and the experimental data for deep beams as well as composite constructions and strengthened and plane stressed elements that vary in sizes, types of reinforcement and load schemes. Here are given results of the calculation model practical usage that were obtained on the basis of the experimental researches published earlier.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Log in via an institution
Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 129.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 169.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 169.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. ACI Committee 318–95 (1995) Building code requirement of reinforced concrete. American concrete Institute, Farmington Hill, MI

    Google Scholar 

  2. ACI Committee 318–08 (2008) Building code requirements for structural concrete. American concrete Institute, Farmington Hill, MI

    Google Scholar 

  3. ACI Committee 318–14 (2014) Building code requirements for structural concrete. American concrete Institute, Farmington Hill, MI

    Google Scholar 

  4. IS 456:2000 (2000) Indian standard plain and reinforced concrete code of practice, 4th Revision. Bureau of Indian Standards, New Delhi

    Google Scholar 

  5. ACI Committee 318–11 (2011) Building code requirements for structural concrete. American Concrete Institute, Farmington Hill, MI

    Google Scholar 

  6. British Standards Institution (BSI) BS 8110–1 (1997) Structural use of concrete—Part 1: code of practice for design and construction. BSI, London, UK

    Google Scholar 

  7. Hong Kong Buildings Department (HKBD) (2013) Code of practice for structural use of concrete

    Google Scholar 

  8. Tan KH, Lu HY (1999) Shear behavior of large reinforced concrete deep beams and code comparisons. TACI Struct J 96(5):836–846

    Google Scholar 

  9. Yang K-H, Chung H-S, Lee E-T, Eun H-C (2003) Shear characteristics of high-strength concrete deep beams without shear reinforcements. Eng Struct 25(10):1343–1352

    Article  Google Scholar 

  10. Tanimura Y, Sato T (2005) Evaluation of shear strength of deep beams with stirrups. Q Report RTRI 46(1):3–58

    Article  Google Scholar 

  11. Salamy MR, Kobayashi H, Unjoh S (2005) Experimental and analytical study on RC deep beams. Asian J Civil En (AJCE) 6(5):409–422

    Google Scholar 

  12. Zhang N, Tan K-H (2007) Size effect in RC deep beams: experimental investigation and STM verification. Eng Struct 29(12):3241–3254

    Article  Google Scholar 

  13. Garay JD, Lubell AS (2008) Behavior of concrete deep beams with high strength reinforcement. In: Structures congress—crossing borders, Vancouver, Canada, p 10

    Google Scholar 

  14. Lu WY, Lin IJ, Yu HW (2013) Shear strength of reinforced concrete deep beams. ACI Struct J 110(4):671–680

    Google Scholar 

  15. El-Sayed AK, Shuraim AB (2015) Size effect on shear resistance of high strength concrete deep beams. Mater Struct 49(5):1871–1882

    Article  Google Scholar 

  16. Modin A, Lukin M, Vlasov A, Hisham E (2020) Energy-efficient indicators of panel housing mass construction in the climatic conditions of central Russia. In: IOP conference series: materials science and engineering

    Google Scholar 

  17. Lukin MV, Popov MV, Lisyatnikov MS (2020) Short-term and long-term deformations of the lightweight concrete. In: IOP conference series: materials science and engineering

    Google Scholar 

  18. Lisyatnikov MS, Shishov II, Sergeev MS, Hisham E (2020) Precast monolithic coating of an industrial building based on variable-height beam-slabs. In: IOP conference series: materials science and engineering

    Google Scholar 

  19. Andermatt MF, Lubell AS (2013) Behavior of concrete deep beams reinforced with internal fiber-reinforced polymer-experimental study. ACI Struct J 47(110):585–594

    Google Scholar 

  20. Birrcher DB, Tuchscherer RG, Huizinga M, Bayrak O (2013) Minimum web reinforcement in deep beams. ACI Struct J 26(110):297–306

    Google Scholar 

  21. Gara F, Ragni L, Roia D, Dezi L (2012) Experimental behaviour and numerical analysis of floor sandwich panels. Eng Struct, Elsevier Ltd 36:258–269

    Article  Google Scholar 

  22. Raj JL, Rao GA (2013) Performance of RC deep beams with different combinations of web reinforcement. Appl Mech Mater 343:21–26

    Article  Google Scholar 

  23. Tan KH, Cheng GH (2006) Size effect on shear strength of deep beams: investigating with strut-and-Tie model. J Struct Eng 132(5):673–685

    Article  Google Scholar 

  24. Mansour M, Hsu TTC (2005) Behavior of reinforced concrete elements under cyclic shear: part 2—theoretical model. J Struct Eng/ASCE 131:54–65

    Article  Google Scholar 

  25. McKenna F (2011) OpenSees: a framework for earthquake engineering simulation. Comput Sci Eng 58–66

    Google Scholar 

  26. Pochinok VP, Greshkina EV, Tamov MA, Tamov MM (2018) Effect of transverse compression on web-crushing strength of reinforced concrete i-shaped beams. Adv Eng Res (AER) 157:595–600

    Google Scholar 

  27. Greshkina EV, Pochinok VP, Popov VA (2020) Issledovaniye prochnosti priopornykh uchastkov tonkostennykh zhelezobetonnykh balok metodom konechnykh elementov [Study of the strength of the support and beam joints of thin-walled reinforced concrete beams by the finite element method]. In: Development i innovatsii v stroitel'stve, pp 627–640

    Google Scholar 

  28. Karpenko NI, Karpenko SN, Petrov AN (2018) Sovershenstvovaniye metodov rascheta ploskostnykh zhelezobetonnykh konstruktsiy s uchetom deystvitel’nykh svoystv vysokoprochnykh betonov [Advancing in calculating methods for plane reinforced concrete structures with considering the actual properties of high-performance concrete]. Int J Comput Civil Struct Eng 14:78–89

    Article  Google Scholar 

  29. Kolchunov VI, Yakovenko IA, Tugay TV (2014) Metodika eksperimental'nykh issledovaniy zhestkosti ploskonapryazhennykh sostavnykh konstruktsiy [Experimental methods of the research of plane-stressed composite structures stiffness]. In: Místobuduvannya ta teritoríal'ne planuvannya: nauk.-tekhn. 52:178–185

    Google Scholar 

  30. Tugay TV (2014) Osnovnyye rezul'taty eksperimental'nykh issledovaniy zhestkosti ploskonapryazhennykh zhelezobetonnykh sostavnykh konstruktsiy [The main results of experimental studies of the stiffness of plane-stressed reinforced concrete composite structures]. In: Resursoekonomni materialy, konstruktsiyi, budivli ta sporudy: zb. nauk. pratsʹ 29:369–375

    Google Scholar 

  31. Tugay TV (2015) Metodika rascheta zhestkosti ploskonapryazhennykh zhelezobetonnykh sostavnykh konstruktsiy. [Methods of calculating the stiffness of plane-stressed reinforced concrete composite structures] Dis… kand. tekhn nauk, p 210

    Google Scholar 

  32. Baranova TI, Zalesov AS (2003) Karkasno-sterzhnevyye raschetnyye modeli i inzhenernyye metody rascheta zhelezobetonnykh konstruktsiy [Frame-rod simulating models and engineering methods for calculating of reinforced concrete structures]: ucheb. posobiye dlya studentov, obuchayushchikhsya po napravleniyu 653500 “Str-vo”. Izd. ASV, (PPP Tip. Nauka), Moscow

    Google Scholar 

  33. Baranova TI, Skachkov YP, Snezhkina OV, Ladin RA (2014) Modelirovaniye raboty korotkikh zhelezobetonnykh balok [Simulation model for sthin reinforced concrete beams]. Vestnik SibADI 2(36):54–60

    Google Scholar 

  34. Greshkina EV, Pochinok VP, Nelineynaya konechno-elementnaya model’ dlya rascheta zhelezobetonnykh balok-stenok [Nonlinear finite element model for reinforced concrete deep beams simulation]. In: Materialy XI Mezhdunarodnoy nauchno-prakticheskoy konferentsii «Stroitel’stvo v pribrezhnykh kurortnykh regionakh», pp. 10–16. Sochi, SGU

    Google Scholar 

  35. Baranova TI (2006)Raschetnyye modeli soprotivleniya srezu szhatykh zon zhelezobetonnykh konstruktsiy [Simulation models for shear resistance of compressed zones in reinforced concrete structures]: uch. posobiye. Sarat. gos. tekhn. un-t, Saratov

    Google Scholar 

Download references

Acknowledgements

The innovation project was carried out with the financial support of the Kuban Science Foundation in the framework of the Commercializable scientific and innovation projects competition № NIP-20.01/27.

Author information

Authors and Affiliations

  1. Kuban State Technological University, Moskovskaya str., Krasnodar, 350072, Russian Federation

    V. P. Pochinok, E. V. Greshkina & M. M. Tamov

Authors
  1. V. P. Pochinok
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. E. V. Greshkina
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. M. M. Tamov
    View author publications

    You can also search for this author in PubMed Google Scholar

Editor information

Editors and Affiliations

  1. Peter the Great St. Petersburg Polytechnic University, Saint-Petersburg, Russia

    Nikolai Vatin

  2. Department of Building Constructions, Vladimir State University, Vladimir, Russia

    Svetlana Roshchina

  3. Faculty of Civil Engineering, Riga Technical University, Riga, Latvia

    Dmitrijs Serdjuks

Rights and permissions

Reprints and permissions

Copyright information

© 2022 The Author(s), under exclusive license to Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Pochinok, V.P., Greshkina, E.V., Tamov, M.M. (2022). Finite Element Modeling of Complexly Stressed Reinforced Concrete Structures. In: Vatin, N., Roshchina, S., Serdjuks, D. (eds) Proceedings of MPCPE 2021. Lecture Notes in Civil Engineering, vol 182. Springer, Cham. https://doi.org/10.1007/978-3-030-85236-8_13

Download citation

  • DOI: https://doi.org/10.1007/978-3-030-85236-8_13

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-85235-1

  • Online ISBN: 978-3-030-85236-8

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics

Search

Navigation