Tests of Bond Between Concrete And Steel

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P/a/nffounafBan 4ge gdaps fo2 years. Wx /-S-/0 to /-/-. \ t / x '' A ^J m& eafmente.
?//7.
2 SOO 1000 /SOO 000 SSOO 3000 35OO 4000 Compressive Jfre/igtrj of 6-f'n. Cubes -L>, per5q. /n 45OO 5OOO FIG. 34. RELATION OF MAXIMUM BOND RESISTANCE TO THE COMPRESSIVE STRENGTH OF G-IN. CONCRETE CUBES.
tests made at ages of 2 to 3% years gave values 1 which vary from 142% to 241% of the corresponding values at 60 days; the average for 5 mixes (no tests for 1-3-6) is 193%. The lowest value of this ratio is
... given by the 1-1-2 concrete and the highest by the 1-4-8 mix. This in- dicates only that the concretes' rich in cement harden more rapidly and consequently obtain a higher proportion of their ultimate compres- sive strength at 60 days than do the leaner mixes. We may conclude, then, that, in general, concrete made and stored under the conditions present in these tests may be expected to finally develop a compressive strength about twice that at 60 days.
96 ILLINOIS ENGINEERING EXPERIMENT STATION 4000 3000 eooo /ooo /e>o /

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