Rational Placement of a Steel Fiber in Sections of the Combined and Monolithic Bent Reinforced Concrete Elements

Yusup M. Hasauov

doi:10.4028/www.scientific.net/MSF.931.358

Paper Titles

Evaluation of the Compressed Reinforced Concrete Elements Dynamic Strength, Taking into Account the Temperature Influence on the Strength and Deformability of Reinforcement Steel and Concrete
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Durability of Buildings in Urban Environment
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Combined Way of Diagnostics of Reinforced Concrete Conical Structures
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Analysis of the Stresses of the Wall of a Steel Water Tower
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Rational Placement of a Steel Fiber in Sections of the Combined and Monolithic Bent Reinforced Concrete Elements
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The Seismic Response Investigation on the Multi-Storey Buildings with Seismically Insulating Rubber-Metal Supports
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The Actual Comfort of Human Habitation in the Stationary Environment of a Dwelling at the Stage of its Operation
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HomeMaterials Science ForumMaterials Science Forum Vol. 931Rational Placement of a Steel Fiber in Sections of...

Rational Placement of a Steel Fiber in Sections of the Combined and Monolithic Bent Reinforced Concrete Elements

Abstract:

In the article some considerations to optimize the cross-sections of prefabricated-monolithic combined reinforced bent elements are given. The analytical dependence that allows more economical design of the structures in question taking into account the strength and quantity parameters, as well as the geometric dimensions of the individual components of the prefabricated-monolithic section and their relationships is proposed.

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Periodical:

Materials Science Forum (Volume 931)

Pages:

358-361

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.931.358

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Online since:

September 2018

Authors:

Yusup M. Hasauov*

Keywords:

Bending, Compression, Dynamic Impacts, Matrix, Steel Fiber, Tension, Tuff Steel-Fibre Concrete, Volume Percentage of Fiber Reinforcement, Zoning

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References

[1] Recommendations for the design and manufacture of steel-fiber-reinforced concrete structures, NIIZhB, Moscow, (1987).

Google Scholar

[2] E.B. Vasiliev, L.V. Zakharov, Beams with layers of dispersed - reinforced cement-polymer concrete, Concrete and reinforced concrete. 9 (1978) 25–27.

Google Scholar

[3] G.V. Getun, E.F. Lysenko, Yu.M. Khasauov, Stress-strain state of reinforced concrete bending elements reinforced in a stretched zone by a layer of steel-fiber concrete, in: All-Union Scientific and Technical Conference, Belgorod, 1986, p.22–23.

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[4] A.P. Kirillov, T.V. Chernyak, O.D., Rubin Features of resistance of prefabricated-monolithic reinforced concrete structures, constructed in stages, Energy Building. 7 (1986) 30–34.

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[5] Yu.M. Khasauov, E.F. Lysenko, A.M. Zhangurazov, Optimization of sections of prefabricated-monolithic bent elements reinforced with rods and fibers, Herald of the Kabardino-Balkarian state. University. Technical science, Nalchik, 1994, pp.15-20.

Google Scholar