The 300N tension force F is exerted on the pipe assembly as
Solution
The fields E1,H1 are obtained by successively applying Eq. (5.4.9):
 
 E1
 H1
 
 =
 
 cos k1l1 j1 sin k1l1
 j1
 1 sin k1l1 cos k1l1
 
 E2
 H2
 
 =
 
 cos k1l1 j1 sin k1l1
 j1
 1 sin k1l1 cos k1l1
 
 cos k2l2 j2 sin k2l2
 j1
 2 sin k2l2 cos k2l2
 
 E3
 H3
 
 But at interface-3, E3 = E
 3 = E
 3+ and H3 = Z1
 3 E3 = 1
 b E
 3+, because Z3 = b.
 Therefore, we can obtain the fields E1,H1 by the matrix multiplication:
 
 E1
 H1
 
 =
 
 cos k1l1 j1 sin k1l1
 j1
 1 sin k1l1 cos k1l1
 
 cos k2l2 j2 sin k2l2
 j1
 2 sin k2l2 cos k2l2
 
 1
 1
 b
 
 E
 3+
 Because Z1 is the ratio of E1 and H1, the factor E
 3+ cancels out and can be set equal
 to unity.
 Example 5.7.1: Determine 1 if both slabs are quarter-wavelength slabs. Repeat if both slabs
 are half-wavelength and when one is half- and the other quarter-wavelength.
 Solution: Because l1 = 1/4 and l2 = 2/4, we have 2k1l1 = 2k2l2 = , and it follows that
 z1 = z2 = 1. Then, Eq. (5.7.1) becomes:
 1 = 1  2  123 + 3
 1  12  23 + 13
 A simpler approach is to work with wave impedances. Using Z3 = b, we have:
 Z1 = 21
 Z2
 = 21
 22
 /Z3
 = 21
 22
 Z3 = 21
 22
 b
 Inserting this into 1 = (Z1  a)/(Z1 + a), we obtain:
 1 = 21
 b  22
 a
 21
 b + 22
 a
 The two expressions for 1 are equivalent. The input impedance Z1 can also be obtained
 by matrix multiplication. Because k1l1 = k2l2 = /2, we have cos k1l1 = 0 and sin k1l1 = 1
 and the propagation matrices for E1,H1 take the simplified form:
 
 E1
 H1
 
 =
 
 0 j1
 j1
 1 0
 
 0 j2
 j1
 2 0
 
 1
 1
 b
 
 E
 3+ =
 
 11
 2
 21
 1 1
 b
 
 E
 3+
 The ratio E1/H1 gives the same answer for Z1 as above. When both slabs are half-wavelength,
 the impedances propagate unchanged: Z1 = Z2 = Z3, but Z3 = b.
 If 1 is half- and 2 quarter-wavelength, then, Z1 = Z2 = 22
 /Z3 = 22
 /b. And, if the
 quarter-wavelength is first and the half-wavelength second, Z1 = 21
 /Z2 = 21
 /Z3 = 21
 /b.
 The corresponding reflection coefficient 1 is in the three cases:
 1 = b  a
 b + a
 , 1 = 22
  ab
 22
 + ab
 , 1 = 21
  ab
 21
 + ab
 These expressions can also be derived by Eq. (5.7.1), or by the matrix method



