Effect of inclination of rectangular reinforced concrete short columns on the confinement

Joint Authors

Sayhud, Iyad Kazim
Hatim, Ahmad A.
Muhammad, Basman R.

Source

Engineering and Technology Journal

Issue

Vol. 39, Issue 12 (31 Dec. 2021), pp.1821-1827, 7 p.

Publisher

University of Technology

Publication Date

2021-12-31

Country of Publication

Iraq

No. of Pages

7

Main Subjects

Civil Engineering

Topics

Abstract EN

The main objective of this paper is to study the confinement of the rectangularreinforced concrete short inclined columns.

This paper was based on theoreticalanalysis using the MATLAB program according to Universal Codes, and variablesthat were carefully selected to be the most influential factor.

The angle of theinclination (α) was taken as a major variable in the paper, in addition othervariables which in turn affect directly on the behavior of inclined columns such asthe percentage of reinforcing steel in the concrete section of the column (ρ), thecompressive strength of the concrete (fʹc), yield strength of steel bars (fy) andeffective depth ratio (γ).

The results show that best ratio of reinforcing steel thatimproves the value of the confinement ranges from 0.4 - 0.6 which leads to anincrease in the confinement of (60 – 100) % , and these rates increase withincreasing α, and the increase in fʹc leads to a significant increase in theconfinement, especially when HSC is used.

.

On the other hand, decreasing fy leadsto increase in confinement, and the value of the γ had a considerable effect on theconfinement that was decreased by about 11% when γ equals 0.9, compared withthe corresponding γ equals The main objective of this paper is to study the confinement of the rectangularreinforced concrete short inclined columns.

This paper was based on theoreticalanalysis using the MATLAB program according to Universal Codes, and variablesthat were carefully selected to be the most influential factor.

The angle of theinclination (α) was taken as a major variable in the paper, in addition othervariables which in turn affect directly on the behavior of inclined columns such asthe percentage of reinforcing steel in the concrete section of the column (ρ), thecompressive strength of the concrete (fʹc), yield strength of steel bars (fy) andeffective depth ratio (γ).

The results show that best ratio of reinforcing steel thatimproves the value of the confinement ranges from 0.4 - 0.6 which leads to anincrease in the confinement of (60 – 100) % , and these rates increase withincreasing α, and the increase in fʹc leads to a significant increase in theconfinement, especially when HSC is used.

.

On the other hand, decreasing fy leadsto increase in confinement, and the value of the γ had a considerable effect on theconfinement that was decreased by about 11% when γ equals 0.9, compared withthe corresponding γ equals 0.6.

American Psychological Association (APA)

Sayhud, Iyad Kazim& Muhammad, Basman R.& Hatim, Ahmad A.. 2021. Effect of inclination of rectangular reinforced concrete short columns on the confinement. Engineering and Technology Journal،Vol. 39, no. 12, pp.1821-1827.
https://search.emarefa.net/detail/BIM-1320329

Modern Language Association (MLA)

Sayhud, Iyad Kazim…[et al.]. Effect of inclination of rectangular reinforced concrete short columns on the confinement. Engineering and Technology Journal Vol. 39, no. 12 (2021), pp.1821-1827.
https://search.emarefa.net/detail/BIM-1320329

American Medical Association (AMA)

Sayhud, Iyad Kazim& Muhammad, Basman R.& Hatim, Ahmad A.. Effect of inclination of rectangular reinforced concrete short columns on the confinement. Engineering and Technology Journal. 2021. Vol. 39, no. 12, pp.1821-1827.
https://search.emarefa.net/detail/BIM-1320329

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references : p. 1827

Record ID

BIM-1320329