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The mean grain size was about 10 �m.
Therefore, the main reason for the higher fatigue strength at 500°C in comparison with that at room temperature is the suppression of early crack propagation. 10 4 10 5 10 6 10 7 10 8 0 200 400 600 800 1000 � � � � R.T. 500��� � Not broken � Stress amplitude MPa Number of cycles N cycle 10 4 105 10 6 10 7 10 8 10 -2 10 -1 10 0 10 1 � � � � � � 
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� � � � � � � Crack length llll mm Number of cycles N cycle Fig. 2 S-N curves.
That is, a rough surface is observed on the inner part at the lower stress as indicated by a circle, while the surface at the higher stress is flat. 10 5 10 6 10 7 0.1 1 0.01 Nf����1.43�� � � 107 ǻǻǻǻCCCC=685MPa Crack length llll mm Number of cycles N cycle Fig. 5 Crack growth curves at 500°C.

In the repeated role of many grains, the wear debris come into being and eventually peel off, abrasive wear occurs.
Rack and pinion reciprocating action frequently, fatigue crack gradually extended with the increase of the number of cycles, and the tooth fracture along the tooth root or tooth width end at last. 2) Partial load break.
The range of teeth number can be reduced is limited, if increase modulus while not reduce the number of teeth, the gear size will be large, the excavator overall structure will increases, the weight increase too.

Besides, the Ba2+ ions can substitute Ca2+ in belite to form substitution solid solution [7], increase coordination number and Ca-O spacing leading to improvement of hydration activity of clinker.
Ratios of raw material and burning temperature Number Ratios of raw material /10-2 Calcinations temperature /˚C Coal gangue Limestone Gypsum Fluorite Barite B3 28.20 65.43 4.77 0.79 0.80 1330 B5 27.68 66.07 4.67 0.79 0.80 1350 B6 27.68 66.07 4.67 0.79 0.80 1330 B9 27.84 65.83 4.54 0.79 1.00 1330 B10 27.83 65.74 4.13 0.79 1.50 1330 Prior to analyses, hydration of samples was stopped by plunging the samples 30 min in isopropanol and rinsing twice with diethyl-ether.
Prior to XRD, cement was ground to a grain size ≤63μm for the analysis.
Unconfined compressive strength of cement pastes Number Unconfined compressive strength /MPa 3d 7d B3 45.6 48.9 B5 36.6 42.7 B6 40.3 44.3 B9 40.9 47.6 B10 39.4 40.0 Clinker analyses.

The original matching is given event with all subscriptions to compare one by one, when subscriber only coarse-grained event theme, or there are a small number of events content filtering subscriptions, the original matching algorithm can have a smaller space and time complexity.
As the density and frequency of TT&C tasks enhance, and the number of message interaction increase, The original matching can not meet the strong real-time requirements.
When the number of event and subscription releasing is huge, the message matching strategy is that making full use of the overlaps between different subscriptions, so the repeated partial judgment will only be once.

Because there were a large number of precipitations which were adhered to the sample surface when the concentration of sodium thiosulfate was too high.
The reason for this phenomena was that when the concentration of Ferric nitrate was too high, the reaction rate was accelerated, at the same time, the self-decomposition reaction of Ferric nitrate was also speeded up, a large number of ferric hydroxide precipitation was adhered to the sample surface and hindered the deposition of coloring film.
But the higher the temperature, the faster the reaction speed was, the color was difficult to control, the binding force of film with substrate was greatly decreased with the high speed of crystallization and coarse grains, the color film was easy to fall off.
Rub the surface of colored film low-velocity constantly and uniformly by using the rubber of contact area of 1 cm2, then the number of friction of exposed substrate was written down.

The metal recess showed a highly linear dependence on the number of cycles.
This result implies that the desired Mo recess can be achieved to nanometer precision depending on the cycle number.
In addition, the etched Mo NWs after 4 cycles still showed a good surface profile, and no significant local roughness was found at grain size level.
The average Mo nanowire width changes for varied number of cycles.

The high tooling costs involved in conventional IC result in cost justification problems when small numbers of castings are required.
Moreover, because moulds have to be built to make the wax patterns, making the process not economically sound when only a small number of pieces are required.
Building a large number of very small wax patterns, however, leads to more intensive labour and more cost [5].
Each back-up coat was reinforced with coarse grain fused silica stucco sand sized between 22 and 35µm.

In order to obtain a fine grained reactive powder, lanthanum (III) oxide, bayerite (Al(OH)3) and magnesium hydroxycarbonate are used as raw materials.
It can be seen that the thermal conductivities of Ln2Zr2O7 ceramics are lower than those of YSZ and the thermal conductivities decrease with the atomic number of rare earth element increasing.
With the increasing of the atomic number of rare earth element, the atomic radius increases gradually and the probability of the phonon umklapp scattering increases.
Hence the thermal conductivities of Ln2Zr2O7 ceramics decrease with the atomic number increasing from La to Gd with the same pyrochlore structure.

The results are illustrated in Fig. 5 by the relationship between the maximum applied stress and the number of cycles to failure plotted on a double logarithmic scale.
Applied Stress, σmax [MPa] Number of Cycles to Failure, Nf CuED/PI Rolled CuLD/PI Rolled CuTD/PI Infinite Finite shall be derived from comparison between the bending fatigue and the flexural fatigue tests.
Consequently, it is determined that difference of the fatigue between the rolled copper thin foil and the electrodeposited copper thin foil should be interpreted as a function taking into account combined factors such as grain size and arrangement, and the processes.
Fig. 5 Number of cycles to failure as a function of maximum applied stress range.

Table 2 Coarse Aggregates Consistency Experiment Serial number Stacking period After 5 cycles of quality loss % 1 1 month 8.25 2 3 months 8.11 3 6 months 7.52 4 1 year 7.13 5 1.5 years 6.82 6 2 years 6.41 Table 2 Experimental results show that the piling up of six months of titanium slag as coarse aggregate, coarse aggregate to meet highway engineering aggregate experimental procedures JTJ058-2000 provides robustness indicator, ie, coarse aggregate gravel5 cycles of mass loss is less than or equal to 8%.
The maximum grain size of coarse aggregate also affect an important factor in high-performance concrete, the maximum particle size of the aggregate have a significant impact on the concrete 28d strength to change within the given range.
Mixed with finely ground steel slag in concrete, steel slag powder in a large number of amorphous SiO2 and Al2O3 and other substances in the presence of the steel slag has a high mineral activity.
The existence of a large number of finely ground steel slag powder in concrete to reduce or eliminate the alkali - aggregate reaction-induced volume expansion, in the high-alkali Portland cement, granulated blast furnace slag content of 50% can be expanded to control less than 0.05%[5][6].