The maximum relative impact strength of the welded samples is about 29.48 % of the impact strength of base material which is obtained in a specimen welded at 1570 rpm rotational speed and 42 mm/min traverse speed.
Another important result that could be obtained from Table 2 is the fact that the maximum relative tensile strength of the welded samples is about 54.66 % of the base material that occurred in a specimen welded with rotational speed of 1570 rpm and traverse speed of 42 mm/min.
The maximum relative weld strengths demonstrated are 100% in ABS, 91% in PC/ABS, 98% in PC/PBT, 80% in M-PPO, 100% in PPO/PA and 77% in 30GF-MPPO.
The scores for strength assessment in the Constant-Murley score range from zero to 25 pounds, hence to calculate the individual relative strength score the ratio of the maximum strength scores of the affected and the unaffected arm is multiplied by 25.
A maximum relative horizontal displacement of the deck of 58.2 cm was estimated for the case with asymmetric strength of lateral stoppers, which is only 41% of the residual relative displacement measured in Chada bridge after the Maule earthquake.
The United States' relative strength is also, paradoxically, a weakness.
And then relative strength.
Relative Strength of IWM and IWB.
