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 language | English |
|---|---|
| Pages (from-to) | 916-924 |
| Number of pages | 9 |
| Journal | Journal of the American Concrete Institute |
| Volume | 83 |
| Issue number | 6 |
| Publication status | Published - Nov 1986 |
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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 journal › Article
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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 -