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114904

THEORETICAL STUDY ON STATIC SHEAR BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS COMPARED WITH NORMAL STRENGTH CONCRETE BEAMS

Article

Last updated: 04 Jan 2025

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Subjects

-

Tags

Civil Engineering: structural, Geotechnical, reinforced concrete and s…nd sanitary engineering, Hydraulic, Railway, construction Management.

Abstract

The main aim of the present study is to present a comparison between the static shear behavior of high strength concrete beams and normal strength concrete beams. The concrete compressive strength of the beams ranged from 250 to 700 kg/. Sixty reinforced concrete beams were analyzed under two point static loads. The variables were the compressive strength of concrete, shear span-to-depth ratio and shear reinforcement ratio (stirrup spacing S). The effect of each variable on the behavior of the beams is studied separately. The details of the beam specimens, material properties, and instrumentation are described in this paper. The results are presented and discussed and the influence of each design parameter is investigated. Analysis of the results is also compared with different existing approaches.

DOI

10.21608/jesaun.2013.114904

Keywords

Normal and High-strength concrete Beams, shear reinforcement, Spacing of stirrup, Shear span to depth ratio, Cracking and Ultimate shear strength

Authors

First Name

Khairy Hassan

Last Name

Abdel Kareem

MiddleName

-

Affiliation

Professor of concrete structures, Faculty of Engineering, Assiut University

Email

-

City

-

Orcid

-

First Name

Fayez Kaiser

Last Name

Abdel Sayed

MiddleName

-

Affiliation

Professor of concrete structures, Faculty of Engineering, Assiut University

Email

-

City

-

Orcid

-

First Name

Walaa

Last Name

Shoupk

MiddleName

-

Affiliation

Civil Engineer, Ministry of Water resources and Irrigation

Email

wallashoupk@hotmail.com

City

-

Orcid

-

Volume

41

Article Issue

No 5

Related Issue

16868

Issue Date

2013-09-01

Receive Date

2013-08-21

Publish Date

2013-09-01

Page Start

1,753

Page End

1,764

Print ISSN

1687-0530

Online ISSN

2356-8550

Article File

JESAUN_Volume 41_Issue No 5_Pages 1753-1764.pdf

PDF . 422.2kB

Link

https://jesaun.journals.ekb.eg/article_114904.html

Detail API

https://jesaun.journals.ekb.eg/service?article_code=114904

Order

2

Type

Research Paper

Type Code

1,438

Publication Type

Journal

Publication Title

JES. Journal of Engineering Sciences

Publication Link

https://jesaun.journals.ekb.eg/

MainTitle

THEORETICAL STUDY ON STATIC SHEAR BEHAVIOR OF HIGH STRENGTH CONCRETE BEAMS COMPARED WITH NORMAL STRENGTH CONCRETE BEAMS

Details

Type

Article

Created At

23 Jan 2023