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44214

Effect Of Cross Ribs and Rigidity Of Middle Supports on the Behavior Of One Way Ribbed Slabs

Article

Last updated: 22 Jan 2023

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Abstract

Abstract
The effect of cross ribs and the rigidity of middle supports on the behavior of one way ribbed slabs were introduced in this paper. The 3D-FEM model through (ANSYS) program has been used to accomplish this study. The ultimate load, the cracking load, the strain of concrete, stress of steel and deflection of the analyzed slabs were calculated as well as mode of failure was observed. The optimum reinforcement, cross section and the location of cross rib as well as the effect of middle beam on the behavior of slabs were concluded.

DOI

10.21608/iccae.2012.44214

Keywords

cross ribs, way ribbed slabs, 3D-FEM model, The ultimate load, cracking load, mode of failure

Authors

First Name

M.

Last Name

Ahmed

MiddleName

H.

Affiliation

Professor civil Eng. Dept., Faculty Of Eng., Assiut Universityز

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City

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Orcid

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First Name

Y.

Last Name

Hassaneen

MiddleName

A.

Affiliation

Professor civil Eng. Dept., Faculty Of Eng., Assiut Universityز

Email

-

City

-

Orcid

-

First Name

Z.

Last Name

Abd El Shafy

MiddleName

E.

Affiliation

Lecturer, Civil Eng. Dept., Assiut University.

Email

-

City

-

Orcid

-

First Name

M.

Last Name

Farouk

MiddleName

A.

Affiliation

Engineer Expert in Ministry Of justice.

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City

-

Orcid

-

Volume

9

Article Issue

9th International Conference on Civil and Architecture Engineering

Related Issue

6891

Issue Date

2012-05-01

Receive Date

2019-08-07

Publish Date

2012-05-01

Page Start

1

Page End

16

Print ISSN

2636-4379

Online ISSN

2636-4387

Link

https://iccae.journals.ekb.eg/article_44214.html

Detail API

https://iccae.journals.ekb.eg/service?article_code=44214

Order

1

Type

Original Article

Type Code

834

Publication Type

Journal

Publication Title

The International Conference on Civil and Architecture Engineering

Publication Link

https://iccae.journals.ekb.eg/

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Article

Created At

22 Jan 2023