The assessment of fire damaged concrete
β Scribed by Michael Y.L. Chew
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 475 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0360-1323
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This paper addresses the effect of microcracking of concrete on its elastic response under cyclic loading. From the experimental point of view, the unilateral behaviour of damaged concrete is shown to be related to the change of the sign of the load. The experimental results of two particular tests
## IL r i ~r sites reported on f:ivoursbly by the ellgineers retained 'by tho ~~O V O committee, oilly 0110 \t\*aS estimntcd to produco over 30,000 kw., nnd only two 0 ~1 ' 20,000 kw., the nrcrngc power of tlio ten sites killg about 10,oOO kw. I n U'nles, of tIro five sites rei'ortcd on, only on0