In the pressure side samples, the variation in the erosion mass loss with different experimental parameters was in line with earlier reported findings.
Tables 2 to 4 summarize the variation of density, mass loss, phase content, and lattice parameter of the specimen after sintering.
Linear regression found no significant relation (p ≥ 0.1) between analyzed soil parameters and mass loss of litterbags at the respective sites, but mass loss of litter at urban and periurban sites correlated significantly with leaf litter quality parameters (Table 3).
Three distinct types of response for the damage-induced higher order derivative discontinuities are identified as three key parameters (the mass loss, stiffness loss, and damage radius scale) vary.
The monitoring parameter is the mass loss resulted from the treatment of MS specimens with the aggressive solution.
The Kriging response surface of at least one parameter versus the mass loss of the valve spool about the bonnet length, the bonnet external radius, and the chamber inner radius of the throttle valve were established, and the multi-objective genetic algorithm was used for the optimized design of the mentioned variables.
The mass loss directly depends on the mixing parameters and the degradation of the recycled concrete aggregate drastically increased when the mixing speed was raised to 500 RPM.
During the corrosion test, the parameters of theoretical mass loss, corrosion crack width and cracking area, deflection, and corrosion potential were monitored.
Compared with neat epoxy, the composites with MWCNTs showed a lower mass loss, friction coefficient and wear rate and these parameters decreased with the increase of MWCNT percentage.
The results show that the inelastic buckling, percentage mass loss and nonuniform corrosion pattern are the main parameters affecting the low-cycle fatigue life of reinforcing bars.
