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Механики XXI веку. № 15 2016 г.

438

With use of POZh "MAXFLIGHT 04":

tW t Т

t

W

Т

t

W Т

Y

av

av

av

av

Maxflight

 



 

 

 

 



 

 

 

062 .0

17.0

22.0

27.0

43.0

03.0 4.4

14.8

66.0 22.41

2

2

2

(2)

The carriage 5 with AIL tank 7 via the strain gage (ST model) 29 is connected with the driving gear

30 consisting of a traction winch, the P-21 direct current electric motor (is powered from a network via the

PHO-250-2 transformer and the power VL-200 diodes rectifier), a worm reducer of RCh-3, v-belt transmis-

sion, the cam clutch located on the winch shaft.

The stand is provided with a set of the tens metric equipment 31 (an electronic dynamometer DOR-

3-5I) and the device to measure temperature and moisture content 33 (CENTER 315 thermohydrometer).

As function of a response the size of the conditional and instant specific coefficient of freezing

(CISCF) and that is the shift tension originating at the beginning of soil-metal shifting. Soil-metal shifting

without liquid intermediate layer occurs similarly without lubricant feeding. For pilot studies the loam soil

was used of: 7.5%, 12,5% and 17,5% moisture content, time of contact processing resulted in of 3, 5 and 7

mins (tab. 1).

Table 3

The one-factor equations for shift tension with AIL application

Applying the anti-icing liquid MAXFLIGHT

Natural values of factors

One-factor equations

A

t

ср

, ˚С

B

W,%

C

t, min

Shift tension, N

1

-

17.5

7

2

03.0 4.4 43.40

a

a

Y

 

 

-

12.5

5

2

03.0 94.2 18

a

a

Y

 

 

-

7.5

3

2

03.0 5.17.13

a

a

Y

 

 

2

5

-

7

2

43.0 7.9 39.55

b

b

Y

 

 

-15

-

5

2

43.0

15.5 57.52

b

b

Y

 

-35

-

3

2

43.0

626 .0 99.9

b

b

Y

 

 

3

5

17.5

-

2

27.0

465 .28.13

c

c

Y

 

 

-15

12.5

-

2

27.0 2.6 26.31

c

c

Y

 

 

-35

7.5

-

2

27.0 9.9 26.2

c

c

Y

 

 

Quasi one-factorial dependences in which two recorded factors were constructed.

The analysis of the studied dependences shows that the environment temperature drop increases the

shift tension both with and without AIL application by 5. 8 times. The anti-icing liquid application positively

influences on the shift tension, it decreases by 2. 2,5 times (see Fig. 2).

The analysis of these dependences shows that if the soil moisture content increases the shift tension

increases too. If anti-icing liquid is used the shift tension decreases by 1,5…2 times (see fig. 3).

The analysis of the dependences shown on fig. 4 demonstrates that if contact time of soil - metal sur-

faces increases, the shift tension increases as well (except experiments with the damp soil at % W=17,5, Tav.

= 5

0

С) on average by 1,2…2,3 times. The shift tension decreases by 1,4…3 times when anti-icing liquid is

applied in comparison with the tension without applying anti-icing liquid.