Abstract
This paper presents a model for evaluating the service life of concrete structures with regard to frost resistance. The model is based on a direct accelerated laboratory test but an indirect method for service life evaluation has also been developed. The possibilities of applying the model to practical design and quality control are described, and the need for its further development is discussed.
| Original language | English |
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| Pages (from-to) | 215-228 |
| Journal | Nordic Concrete Research |
| Volume | 5 |
| Publication status | Published - 1986 |
| MoE publication type | A1 Journal article-refereed |