Comparison of Various Stress-Strain Models for High Strength Concrete under Uniaxial Compression |
Author(s): |
| Dr. N. K. Arora , L. E. College of Engineering, Morbi; Piyush P. Makwana, L. D. College of Engineering, Ahmedabad |
Keywords: |
| High Strength Concrete, Stress-Strain Relation |
Abstract |
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Modified Hognestad model for uniaxial unconfined stress-strain relationship is universally accepted for normal grade of concrete. However, several models are proposed by various researchers for high strength concrete but none of these is universally accepted as standard model. This is mainly due to the variation in test conditions and concrete grades. In present paper, applicability of few of these models is evaluated by comparing experimental values and behavior predicted by these models. |
Other Details |
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Paper ID: IJSRDV3I50406 Published in: Volume : 3, Issue : 5 Publication Date: 01/08/2015 Page(s): 530-534 |
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