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nordsb [41]
3 years ago
6

Consider a sinusoidal oscillator consisting of an amplifier having a frequency-independent gain A (where A is positive) and a se

cond-order bandpass filter with a pole frequency ω0, a pole Q denoted Q, and a positive center-frequency gain K.
a) Find the frequency of oscillation, and the condition that A and K must satisfy for sustained oscillation.
Engineering
1 answer:
mafiozo [28]3 years ago
4 0

Sinusoidal oscillator frequency of oscillation is given below.

Explanation:

The criterion for a stable oscillator is given in the equation

l A(jw)β(jw) l ≥ 1

In this task A represents the gain of the amplifier , and

β represents gain/attenuation of the second-order bandpass filter.

This sinusoidal oscillation is a special edge case where the product is equal to one.

So the condition is A-K=1

to obtain the sustained oscillations at the desired frequency of oscillations, the product of the voltage gain A and the feedback gain β must be one or greater than one. In this case, the amplifier gain A must be 3. Hence, to satisfy the product condition, feedback gain β must be 1/3.

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Consider a single crystal of some hypothetical metal that has the BCC crystal structure and is oriented such that a tensile stress is applied along a [121] direction. If slip occurs on a (101) plane and in a [111]  direction, compute the stress at which the crystal yields if its critical resolved shear stress is 2.9 MPa.  

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Explanation:

From the question we are told that

  The critical yield resolved shear stress is  \sigma  = 2.9Mpa

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             \lambda = cos^{-1} [\frac{(u_1 u_2 + v_1 v_2 + w_1 w_2}{\sqrt{u_1^2 + v_1 ^2+ w_1^2})\sqrt{( u_2^2 + v_2^2 + w_2 ^2)} }  ]

Where u_1 ,u_2 ,v_1 , v_2 , w_1 , w_2 are the directional indices

             \lambda  =  cos ^-[ \frac{(1) (-1) + (2) (1) + (1) (1)}{\sqrt{((1)^2 +(2)^2 + (1)^2)}\sqrt{((-1)^2 + (1)^2 + (1)^2 ) }  } ]

                = cos^{-1} [\frac{2}{\sqrt{6} \sqrt{3}  } ]

                 = 61.87^0

Next is to obtain the angle \O between the direction [121] and [101]

              \O = cos^{-1} [\frac{(u_1 u_3 + v_1 v_3 + w_1 w_3}{\sqrt{u_1^2 + v_1 ^2+ w_1^2})\sqrt{( u_3^2 + v_3^2 + w_3 ^2)} }  ]

 Substituting 1 for u_1 , 2 for  v_1 , 1 for w_1 , 1 for  u_2, 0 for  v_2, and 1 for  w_2

            \O = cos^{-1} [\frac{1* 1 + 2*0 + 1*1 }{\sqrt{1^2 + 2^2 + 1^2 } \sqrt{(1^2 + 0^2 + 1^2 )}  } ]

               \O = cos^{-1} [\frac{2}{\sqrt{6} \sqrt{2}  } ]

                   = 54.74 ^o

   The stress is mathematically represented as

              \sigma = \frac{\tau_c}{cos \O cos \lambda }

                  = \frac{2.9}{cos 54.74^o cos 61.87^o}

                  =  \frac{2.9}{0.2722}

             \sigma  =  10. 655 MPa

           

       

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