Issue 46

G. B. Manjunatha et alii, Frattura ed Integrità Strutturale, 46 (2018) 14-24; DOI: 10.3221/IGF-ESIS.46.02 18 (a) (b) Figure 3 : Main effect plot of (a) Load carrying capacity (b) Fracture toughness MPa m½. Analysis of Variance (ANOVA) for ENT test The percentage of contribution of each factor on load carrying capacity is clearly revealed in ANOVA as shown in Tab.3. The thickness is main factor influence on load carrying capacity is about 71.57%. The percentage of contribution of a/w ratio is 21.39% and immersion time is 4.8%. Here the sea water immersion is not a major influence on load carrying capacity. The error of 2.17% is due to the fabrication defects. Source DF SS MS F P % of contribution a/w ratio 2 10688.9 5344.4 9.82 0.092 21.39 Thickness (mm) 2 35755.6 17877.8 32.84 0.030 71.57 Immersion Time (Days) 2 2422.2 1211.1 2.22 0.310 4.8 Error 2 1088.9 544.4 2.17 Total 49955.6 100 Table 3 : ANOVA for load carrying capacity Source DF SS MS F P % of contribution a/w ratio 2 311.702 155.851 1.63 0.051 74.5 Thickness (mm) 2 78.439 39.220 4.69 0.176 18.74 Immersion Time (Days) 2 11.519 5.760 0.69 0.592 2.7 Error 2 16.728 8.364 3.9 Total 8 418.389 100 Table 4 : ANOVA for Fracture toughness MPa m½. ANOVA for the fracture toughness of JFRP under sea water environment is as shown in Tab. 4. The main influencing factor on the fracture toughness is the a/w ratio about 74.5%. The thickness of the composite contributes about 18.74% to decrease the fracture toughness. And immersion time of 2.7% contributes to fracture toughness. It shows toughness alters very least by immersing the composite in sea water. The error of 3.9 % is due to fabrication defects.