V.2 No 1 |
19 |
Homogeneous 1d resistant line | |
After the conventional elimination of the time dependence |
(4) |
where n is the amplitude of nth element shift, and substitution |
(5) |
the system (3) takes the form |
(6) |
We can easily see that (6) became fully identical to the conventional modelling system of differential equations for an ideal semi-infinite elastic line, for which in [10] the exact analytical time-dependent solutions have been obtained. They had the following form: for the periodical regime ( < 0, < 1) |
(7) |
for the aperiodical regime ( > 0, > 1) |
(8) |
and for the critical regime ( = 0, = 1) |
(9) |
where 0 is the initial phase of external force affection, and , , - are the parameters of an elastic lumped line: |
(10) |
(11) |
(12) |
Applying (7)(9) to (6) as the solutions, we have to take into account that after we substituted (5), parameter in (10) became a complex value: |
(13) |
It means that in a resistant line only the periodical regime (7) can exist. The critical and aperiodical regimes are possible only when transiting to an ideal line, i.e. at a real value realisable at r = 0, as we can see it in (13). |
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