TESTS ON REINFORCED CONCRETE SLABS DESIGNED BY DIRECT DESIGN PROCEDURE.

Abdel Wahid Hago, Prabhakara Bhatt

Research output: Contribution to journalArticle

5 Citations (Scopus)

Abstract

This paper presents the results of an experimental study on reinforced concrete slabs designed using the elastic stress fields at factored (ultimate) load, in conjunction with a yield criterion based on the normal moment criterion due to Johansen. In all, five slabs were tested. Four were simply supported and one had two adjacent sides simply supported while the opposite corner was a point support. The behavior of the slabs was found to be satisfactory both at working and at ultimate load. The average experimental ultimate load was 1. 17 times the ultimate load for which the slabs had been designed.

Original languageEnglish
Pages (from-to)916-924
Number of pages9
JournalJournal of the American Concrete Institute
Volume83
Issue number6
Publication statusPublished - Nov 1986

Fingerprint

Concrete slabs
Reinforced concrete
Loads (forces)

ASJC Scopus subject areas

  • Engineering(all)

Cite this

TESTS ON REINFORCED CONCRETE SLABS DESIGNED BY DIRECT DESIGN PROCEDURE. / Hago, Abdel Wahid; Bhatt, Prabhakara.

In: Journal of the American Concrete Institute, Vol. 83, No. 6, 11.1986, p. 916-924.

Research output: Contribution to journalArticle

@article{58255f8fde344737aff4c35bba1c0ded,
title = "TESTS ON REINFORCED CONCRETE SLABS DESIGNED BY DIRECT DESIGN PROCEDURE.",
abstract = "This paper presents the results of an experimental study on reinforced concrete slabs designed using the elastic stress fields at factored (ultimate) load, in conjunction with a yield criterion based on the normal moment criterion due to Johansen. In all, five slabs were tested. Four were simply supported and one had two adjacent sides simply supported while the opposite corner was a point support. The behavior of the slabs was found to be satisfactory both at working and at ultimate load. The average experimental ultimate load was 1. 17 times the ultimate load for which the slabs had been designed.",
author = "Hago, {Abdel Wahid} and Prabhakara Bhatt",
year = "1986",
month = "11",
language = "English",
volume = "83",
pages = "916--924",
journal = "Journal of the American Concrete Institute",
issn = "0002-8061",
publisher = "American Concrete Institute",
number = "6",

}

TY - JOUR

T1 - TESTS ON REINFORCED CONCRETE SLABS DESIGNED BY DIRECT DESIGN PROCEDURE.

AU - Hago, Abdel Wahid

AU - Bhatt, Prabhakara

PY - 1986/11

Y1 - 1986/11

N2 - This paper presents the results of an experimental study on reinforced concrete slabs designed using the elastic stress fields at factored (ultimate) load, in conjunction with a yield criterion based on the normal moment criterion due to Johansen. In all, five slabs were tested. Four were simply supported and one had two adjacent sides simply supported while the opposite corner was a point support. The behavior of the slabs was found to be satisfactory both at working and at ultimate load. The average experimental ultimate load was 1. 17 times the ultimate load for which the slabs had been designed.

AB - This paper presents the results of an experimental study on reinforced concrete slabs designed using the elastic stress fields at factored (ultimate) load, in conjunction with a yield criterion based on the normal moment criterion due to Johansen. In all, five slabs were tested. Four were simply supported and one had two adjacent sides simply supported while the opposite corner was a point support. The behavior of the slabs was found to be satisfactory both at working and at ultimate load. The average experimental ultimate load was 1. 17 times the ultimate load for which the slabs had been designed.

UR - http://www.scopus.com/inward/record.url?scp=0022808397&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0022808397&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:0022808397

VL - 83

SP - 916

EP - 924

JO - Journal of the American Concrete Institute

JF - Journal of the American Concrete Institute

SN - 0002-8061

IS - 6

ER -