Experimental Analysis of Recycled Aggregate Concrete Beams and Correction Formulas for the Crack Resistance Calculation

Table 7

Mechanical properties of test beams.

Test beam number	()	()	()	(%)
NC–0.77	10.5	35.75	40	26.25
RAC50–0.77	7.53	35.25	39.25	19.59
RAC70–0.77	6.59	36	40	17.88
RAC100–0.77	7.2	35.5	38.5	18.83
RAC100–1.01	7.25	46	51.5	14.56
RAC100–1.28	7.13	56.75	60.5	11.79