Issue34

I. Ivanova et alii, Frattura ed Integrità Strutturale, 34 (2015) 90-98; DOI: 10.3221/IGF-ESIS.34.09 95 the reinforced concrete corbel is loaded in simple tensile test to failure. After dynamic loading the curves showed that the range elastic area was lost. The diagonal crack appears at 254 kN more lately than without fatigue at 235 kN as shown in Fig. 4. The fatigue changed the stress distribution in the concrete corbel therefore cracking so, the structure is consolidated further. After one million cycles, the tensile ultimate load of reinforced concrete corbel was 381 kN. However, the test results showed an increase load of 6 % compared with reinforced concrete corbel static loading. Of course, it would be a little impact on the ultimate failure load after one million cycles. The fatigue results of reinforced concrete corbels on Fig. 5, showed that strains of steel tie are very small (less than 200.10 - 6 ) after one million cycles. The jack displacement was also smallest. One million cycles did not enough increasing to failure. In fact, the experimental tests will continue up to one million cycles. There would be little influence on the ultimate tensile strength of strengthened reinforced concrete corbel after one million cycles. Figure 5 : Strains of steel bar in cross section and support load point of corbel ("C0" fatigue). Figure 6 : Strains of steel and carbon fiber fabrics of strengthened corbels under fatigue test.