STRESS DISTRIBUTION OF SHORT REINFORCED CONCRETE COLUMNS LOADED UNDER SMALL ECCENTRICITIES
STRESS DISTRIBUTION OF SHORT REINFORCED CONCRETE COLUMNS LOADED UNDER SMALL ECCENTRICITIES
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Date
1997-11
Authors
AHMED, NASIR
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Abstract
The stress distribution of short Reinforced Concrete Columns was investigated via a
study of their Load-strain relationship. The Principal variables under investigation
were Hoop type and Hoop spacing.
A total of twenty columns were tested; middle points of the columns, Modes of failure and ultimate loads were noted. The
results show that strains are greater at the two ends are minimum in the middle of
the columns. Also, the presence of closely spaced ties show an enhancement of
ductility whereas the two Hoop types considered (Diamond shaped Hoops and Starshaped
Hoops) provide an increment of the same order to the load carrying
capacity
Description
A thesis submitted to the Postgraduate School, Ahmadu Bello
University, Zaria in Partial Fulfillment of requirements for the Degree of
Master of Science in Civil Engineering (Structures).
Department of Civil Engineering
Ahmadu Bello University
Zaria, Nigeria.
Keywords
STRESS DISTRIBUTION,, REINFORCED,, CONCRETE COLUMNS,, ECCENTRICITIES.