Abstract
A continuum damage mechanics model for fatigue loading of concrete of varying compressive strengths was adapted for use in the prediction of residual strength of concrete. The material was subjected to prior damage by loading cycles less than the fatigue life conjugate to the maximum amplitude of stress. Reasonable close correspondence was noted between theoretical predictions and experimental results.
| Original language | English |
|---|---|
| Pages (from-to) | 503-512 |
| Number of pages | 10 |
| Journal | Cement and Concrete Composites |
| Volume | 25 |
| Issue number | 4-5 SPEC |
| DOIs | |
| State | Published - May 2003 |
Bibliographical note
Funding Information:The authors wish to acknowledge the support and encouragement of the Department of Civil Engineering at KFUPM and the University itself in the pursuit of this research.
Keywords
- Concrete
- Cyclic compression
- Model
- Residual strength
ASJC Scopus subject areas
- Building and Construction
- General Materials Science
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