Modeling of the Stress-Strain State of Through-Reinforced Concrete Structures with External Sheeting Reinforcement by the Finite Element Method

Authors

  • Leonid Storozhenko

  • Volodymyr Pents

  • Tetyana Nesterenko Sr.

  • Nataliia Mahas

How to Cite

Storozhenko, L., Pents, V., Nesterenko Sr., T., & Mahas, N. (2018). Modeling of the Stress-Strain State of Through-Reinforced Concrete Structures with External Sheeting Reinforcement by the Finite Element Method. International Journal of Engineering and Technology, 7(4.8), 69-73. https://doi.org/10.14419/ijet.v7i4.8.27216

Received date: February 11, 2019

Accepted date: February 11, 2019

Published date: October 13, 2018

DOI:

https://doi.org/10.14419/ijet.v7i4.8.27216

Keywords:

through-reinforced concrete structures with external sheeting reinforcement, stress-strain state, finite element method.

Abstract

The article deals with the research of the stress-strain state of through- reinforced concrete structures with external sheeting reinforcement by the finite element method (FEM), the comparison of the results of numerical modeling with the results of the physical experiment of testing of through- reinforced concrete structures with external sheeting reinforcement for bending and compression

 

 

References

  1. [1] Akpoyomare A. I., Okereke M .I., Bingley M. S. Virtual testing of composites: Imposing periodic boundary conditions on general finite element meshes. Composite Structures. № 160, (2017), pp. 983–994. https://doi.org/10.1016/j.compstruct.2016.10.114.

    [2] Semko P., Skliarenko S., Semko V. Concrete Filled Tubular Elements Joints Investigation. International Journal of Engineering & Technology. Vol. 7 (3.2), (2018), pp 494‑500. https://doi.org/10.14419/ijet.v7i3.2.14578

    [3] Semko O., Dariienko V., Sirobaba V. Deformability of short steel reinforced concrete structures on light concrete. International Journal of Engineering & Technology. Vol. 7 (3.2), (2018), pp. 370–375. https://doi.org/10.14419/ijet.v7i3.2.14555

    [4] Storozhenko L.I., Lapenko O.I., Opryshko N.M. «Zihnuti naskrizni konstruktsii z lystovym armuvanniam», Mekhanika i fizyka ruinuvannia budivelnykh materialiv ta konstruktsii., Vyp. 7., Fizyko-mekh. in-t im. H.V.Karpenka, (2007), s. 541 – 545.

    [5] Storozhenko L.I., Lapenko O.I., Opryshko N.M. «Stysnuti naskrizni konstruktsii iz strichkovym armuvanniam», Budivelni konstruktsii: Naukovo-tekhnichni problemy suchasnoho zalizobetonu, Vyp.67, NDIBK, (2007), s. 759 – 766.

    [6] Storozhenko L.I., Lapenko O.I., Mahas N.M. «Naskrizni stalezalizobetonni konstruktsii iz zovnishnim lystovym armuvanniam dlia odnopoverkhovykh vyrobnychykh budivel», Zb. na-uk. prats «Resursoekonomni materialy, konstruktsii, budivli ta sporudy». – Vyp. 16, ch. 2, NUVHP, (2008), – s. 370 – 375.

    [7] Storozhenko L.I., Lapenko O.I., Mahas N.M. «Eksperymentalni doslidzhennia naskriznykh konstruktsii, vyhotovlenykh u neznimnii opalubtsi», Kommunalnoe khoziaistvo horodov, Vyp. 86, Tekhnika, (2009), s.44 – 49.

    [8] Mahas N.M., «Naskrizni zalizobetonni konstruktsii z zovnishnim lystovym armuvanniam», Stalezalizobeton. Continuance: zb. nauk. prats. Pid red. Storozhenka L.I., PoltNTU, (2016), s. 245 – 261.

    [9] Yermolenko D., Pents V., Golovko G., Murza S. Development of a procedure for the evaluation of the stressed-deformed state of pipe-concrete elements that are stretched off-center. Eastern-European Journal of Enterprise Technologies. Vol. 4/7 (88) 2017, pp. 4 – 9. https://doi.org/10.15587/1729-4061.2017.106844

    [10] Piskunov, V. G., Gorik, A. V., & Cherednikov, V. N. (2000). Modeling of transverse shears of piecewise homogeneous composite bars using an iterative process with account of tangential loads 2. resolving equations and results. Mechanics of Composite Materials, 36(6), 445-452. https://doi.org/10.1023/A:1006798314569

    [11] Kochkarev, D., Galinska, T., & Tkachuk, O. (2018). Normal sections calculation of bending reinforced concrete and fiber concrete element. International Journal of Engineering and Technology(UAE), 7(3), 176-182. http://dx.doi.org/10.14419/ijet.v7i3.2.14399

    [12] Kochkarev, D., & Galinska, T. (2017). Calculation methodology of reinforced concrete elements based on calculated resistance of reinforced concrete. Paper presented at the MATEC Web of Conferences, 116 https://doi.org/10.1051/matecconf/201711602020

    [13] Kochkarev, D., Azizov T., & Galinska, T. (2018) Bending deflection reinforced concrete elements determination. Paper presented at the MATEC Web of Conferences, 230 https://doi.org/10.1051/matecconf/201823002012

    [14] Leshchenko M. V., Semko V. O. Thermal characteristics of the external walling made of cold-formed steel studs and polystyrene concrete. Magazine of Civil Engineering. № 8, (2015), pp. 44–55. https://doi.org/10.5862/MCE.60.6

    [15] Semko O., Yurin O., Avramenko Yu., Skliarenko S. Thermophysical aspects of cold roof spaces. MATEC Web of Conferences. Vol. 116, (2017), р. 02030. https://doi.org/10.1051/matecconf/201711602030

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How to Cite

Storozhenko, L., Pents, V., Nesterenko Sr., T., & Mahas, N. (2018). Modeling of the Stress-Strain State of Through-Reinforced Concrete Structures with External Sheeting Reinforcement by the Finite Element Method. International Journal of Engineering and Technology, 7(4.8), 69-73. https://doi.org/10.14419/ijet.v7i4.8.27216

Received date: February 11, 2019

Accepted date: February 11, 2019

Published date: October 13, 2018