Creep buckling of an eccentrically loaded column
โ Scribed by N. G. Torshenov
- Publisher
- SP MAIK Nauka/Interperiodica
- Year
- 1969
- Tongue
- English
- Weight
- 131 KB
- Volume
- 7
- Category
- Article
- ISSN
- 0021-8944
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An analysis of eccentrically loaded short reinforced concrete columns using a variable failure strain criterion is presented. The method dispenses with the usual procedure of assuming a fixed value for the ultimate strain in concrete. The analysis is based on the use of a simple, single equation for
## Ah&act-In this paper theoretical and experimental investigations have been carried out to determine the effect of an asymmetrical V-shaped notch on the load carrying capacity of eccentrically loaded columns. The depth of the notch was kept constant whereas the notch angle, notch root radius; ec