In this study, underutilized Himalayan natural fiber Grewia Optiva fiber of different lengths was used as reinforcement material. The Taguchi method was applied for the optimization of fiber length, fiber weight percentage, and fiber orientation for epoxy‐based Grewia Optiva fiber reinforced composite. The influences of fiber weight percentage at four levels (10–35 wt%), fiber length at four levels (3–45 mm), and fiber orientation at two levels (unidirectional and random to the loading axis) on the mode I fracture toughness was investigated using L16 orthogonal arrays. It was found that the optimum conditions are 30 wt% of fiber, 45 mm fiber length, and fiber orientated normal to the loading axis. The mode‐I fracture toughness at optimum condition was found as 2.122 ± 0.094 MPa. The tensile, flexural, and impact strength corresponding to optimum fiber, and composite processing conditions are 336.32%, 136.93%, and 308.28% higher as compared to pure epoxy. Scanning electron micrographs of the fractured surfaces indicate good bonding of fiber and matrix and show the major fracture mechanisms such as fiber pull‐out and fiber‐matrix debonding. The fiber breaking and matrix cracking are found as a minimum.
This paper emphasizes on the effect of notches and crosshead speed on yield strength and ultimate tensile strength of a TIG welded butt joint. In this experimental study 120 9 30 9 3.2 mm 3 welded double edge notched tensile specimens with four notch radii have been tested under uni-axial tensile loading at different crosshead speed. In the current work, the analysis of variance has been performed at 95 and 99 % confidence level to identify the significance of crosshead speed and notch radius in effecting the tensile properties. This study indicates that the crosshead speed is the main parameter which has the highest influence on the tensile properties of the welded components than notch. An attempt has been made to develop an empirical relationship to predict the tensile properties of TIG-welded 6061 aluminum alloy joints using non-linear regression analysis.
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