Excerpts

Nanoparticles have a worldwide use, with an increasing trend in production every year [ 15 ].

Specific Heat Capacity Heat capacity ( Figure 11 ) exhibited an increasing trend with rising temperature, as expected by the Debye model.

With the increase in calcination temperature and sintering time, the content of C 3 S increased gradually, and the content of C 2 S in each sample showed a trend of first increasing and then decreasing.

The results of the analysis of variance of the data related to fiber length are shown in Table 2 , which demonstrates that the influence of cotton varieties (V) and cotton regions (R), as well as interactions, were highly significant in this study.

The differences in results between the 25° and 30° system were small, but there was a decreasing trend.

In addition, the characteristics of B x signals, the mean value, and the peak value of the average of B x had an extremely significant linear relationship with the applied fatigue stress during the stable stage of the fatigue test, which indicates that MMMT is a feasible method for fatigue stress evaluation and even residual fatigue life estimation for weldments in service. welded joint tension-compression fatigue test metal magne

The decrease in the workability is highly significant in the lower water–cement ratio because of higher water absorption [ 44 , 50 ].

On the other hand, there was a decreasing trend of hue change with increasing cellulose content that could be observed.

In a very similar manner, the ternary mixes also showed a decreasing trend of strengths both at low (WSA25SF5) and high (WSA40SF10) blends of cement substitution, and the significant increase in strength was obtained for the moderate ternary blend of 33% WSA and 7% SF (WSA33SF7).

However, the diffuse degree of texture showed an increasing trend.

Especially when a p value Prob > F is less than 0.01, the influence factor has an extremely significant effect on WCA.

Figure 9 shows a positive correlation between q u and curing period of RMLS that there is an increasing trend of q u with the increase of curing age when D R is fixed.

With the growing hydration degree, the bulk modulus, shear modulus, and elastic modulus of the cement paste all show an increasing trend, and the differences between these parameters also increase gradually.

Strength shows an increasing trend with increasing roughness.

It was also found from simulation that with an increase in ball impact angle, the maximum residual compressive stress, the depth of maximum residual compressive stress and the depth of the residual compressive stress layer were significantly improved; an exception was the surface residual compressive stress, which showed a decreasing trend.

The compressive strength of MF/SiC NWS showed a decreasing trend with increasing test temperature, but when the test temperature increased to 1400 °C, the compressive strength of MF/SiC NWS was still up to 0.45 Mpa, with strength retention of 96%, indicating its excellent thermal stability in high temperatures. 4.

It is commonly known that the twisting moment and warping moment coincide in the case of thin-walled open sections such as I-beams, and their mutual influence on the cross-sectional stress distribution might be significant.

The milling load shows an increasing trend with the increase of the milling depth a p and the feed speed v f , and the influence of a p is more obvious.

The obtained results show that milling depth is highly significant in milling load, which had a contribution ratio of 69.25%.

Vibration acceleration a x , a y and a z show an increasing trend with the increase of milling depth a p and feed speed v f , and show a decreasing trend with an increase of spindle speed n .

An increasing trend in the dimple size is observed for both as-built and HIP-treated material conditions as the test temperature increases from 150 °C to 350 °C.

We believe that this study may be significant for investigations on the topological physics of Weyl semimetals.

Since the probability p was lower than 0.05 for all the sample typologies reported in Table 2 , the differences between the samples welded with different parameters were considered highly significant.

Therefore, the logarithmic numbers of cycles to failure at S max = 0.75 were analysed statistically for each concrete with the purpose of evaluating possibly significant differences between both batches.

The amount of water-reducing agent needed shows an increasing trend with higher WTSP dosage.