(5.3) , .. , . (R). , (5.3)
(5.5)
, , K R,- . S θ<900 , θ=900 θ>900 .
. <Ε/; 5.3.
5.3 θ<900 .
, Ε/, , ( ). , .
θ=900 , =Ε/ 5.4. , . , θ<900 , .
5.4 - θ=900 .
θ>900, >Ε/. (. 5.5). U< |-Ε/| (θ=1800)
5.5 - θ>900 .
, , (I1) (S) (. 5.6). S=Sβ1= I1/ U
5.6 .
S=f(U), , θ>900 θ=900 , θ<900 .
. (5.5). , , S=f(U) ( ). S . θ>900 θ=900. 5.7, , (5.5) , 0. . , .
|
|
5.7
, , . θ>900 θ=900 KR (5.5) S<S.
θ<900. S, 5.8 , θ<<900. θ 900, S=f(U) 5.8.
KR S. , .. . U//. .
5.8
, . 1/S , a U//; . . KR ( ) , . .... ... , , , , .
. ( 5.9). () R1, R2. i=(23)i. , 1800, .. . ( 900) (Δ) R3. , = - Δ, .
|
|
. , .. Δ S, . R3 , 900, . , R3,C. , .