To Determination of Stresses in the Stretched Armature of Extracredly Compressed Elements in the Limit Condition

Evgeniy N. Peresypkin; Sergey E. Peresypkin

doi:10.4028/www.scientific.net/MSF.974.556

Paper Titles

Local Stability of Beams with a Flexible Wall with the Concentrated Force Action
p.529

Reinforcement of Structures with Composite Materials
p.535

Experimental Studies of the Parameters of the Contact Problem in the Design of Plastic Tube Concrete Structures
p.542

Rectangular Cross Section Beams Calculation on the Stability of a Flat Bending Shape Taking into Account the Initial Imperfections
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To Determination of Stresses in the Stretched Armature of Extracredly Compressed Elements in the Limit Condition
p.556

Determination of Coefficients for Defining the Deformations when Calculating Reinforced Concrete Structures on Deformation and Cracking Disclosure
p.564

Improving the Methodology for Calculating the Bearing Capacity of Eccentrically Compressed Reinforced Concrete Elements Based on the Use of the Refined Curvilinear Deformation Diagrams of Concrete and Reinforcement
p.570

Investigation of the Effect of Reinforcing Diaphragms Ribbed Panels on their Carrying Capacity
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Cascade Strengthening of Bent Elements by Polymers with Adhesive Joints
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HomeMaterials Science ForumMaterials Science Forum Vol. 974To Determination of Stresses in the Stretched...

To Determination of Stresses in the Stretched Armature of Extracredly Compressed Elements in the Limit Condition

Abstract:

The problem of determining stresses in a stretched reinforcement of inflexible eccentric-compressed reinforced concrete elements is considered when the height of the compressed zone in the limit state exceeds its boundary value corresponding to the condition of equal strength of the section. Instead of the generally accepted linear dependence of the stresses under consideration on the height of the compressed zone, an elliptic relationship more expedient from different points of view has been proposed.

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Periodical:

Materials Science Forum (Volume 974)

Pages:

556-563

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.974.556

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Online since:

December 2019

Authors:

Evgeniy N. Peresypkin*, Sergey E. Peresypkin

Keywords:

Eccentric Compression, Reinforced Concrete Element, Tension in Tensile Reinforcement

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