Vector Mechanics For Engineers
Vector Mechanics For Engineers
12th Edition
ISBN: 9781259977237
Author: BEER
Publisher: MCG
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Chapter 19.5, Problem 19.131P
To determine

(a)

The time interval between a maximum positive displacement and the following maximum negative displacement is τd2.

Expert Solution
Check Mark

Explanation of Solution

Given information:

The system is underdamped, the time period between two successive points is τd=2πωd.

The figure shows the underdamped system.

Vector Mechanics For Engineers, Chapter 19.5, Problem 19.131P

Figure-(1)

Write the expression amplitude of vibrations of an underdamped system..

x=x0e(c2m)tsin(ωdt+φ) ..... (I)

Here, the amplitude of an underdamped system is x, the maximum amplitude of an underdamped system is x0, the damping coefficient is c, the mass of vibrating system is m, the damped frequency is ωd, the time period between two successive points is t, the phase difference is φ.

Differentiate Equation (I) with respect to time.

dxdt=d(x0e(c2m)tsin(ωdt+φ))dtV=x0ωde(c2m)tcos(ωdt+φ)+x0(c2m)e(c2m)tsin(ωdt+φ) ...... (II)

For maximum positive and negative displacement, V=0.

0=x0ωde(c2m)tcos(ωdt+φ)+x0(c2m)e(c2m)tsin(ωdt+φ)x0ωde(c2m)tcos(ωdt+φ)=x0(c2m)e(c2m)tsin(ωdt+φ)tan(ωdt+φ)=2mωdc ...... (III)

The maximum negative displacement occurs after a phase difference of π.

tan(ωdt+φπ)=2mωdc ...... (IV)

Calculation:

Substitute t0 for t in Equation (III).

(ωdt0)=tan1(2mωdc)φt0=tan1(2mωdc)φωd ...... (V)

Here, the time interval for maximum positive displacement is t0.

Substitute t1 for t in Equation (IV).

tan(ωdt1+φπ)=2mωdc(ωdt1+φπ)=tan1(2mωdc)ωdt1=tan1(2mωdc)+πφt1=tan1(2mωdc)+πφωd ...... (VI)

Here, the time interval for maximum negative displacement is t1.

Substract Equation (V) and (VI).

t0t1=tan1(2mωdc)φωd(tan1(2mωdc)+πφωd)t0t1=tan1(2mωdc)φtan1(2mωdc)π+φωdt0t1=πωdt1t0=πωd ...... (VII)

Substitute 2πτd for ωd in Equation (VII).

t1t0=π2πτdt1t0=τd2

Conclusion:

The time interval between a maximum positive displacement and the following maximum negative displacement is t1t0=τd2.

To determine

(b)

The time interval between two successive zero displacement is τd2

Expert Solution
Check Mark

Explanation of Solution

Calculation:

Substitute 0 for x in Equation (I).

0=x0e(c2m)tsin(ωdt+φ)sin(ωdt+φ)=0°(ωdt+φ)=sin1(0°)(ωdt+φ)=nπ ...... (VIII)

Substitute 1 for n and t2 for t in Equation (VIII).

(ωdt2+φ)=πωdt2=πφt2=πφωd ...... (IX)

Here, the time interval for first zero displacement is t2.

Substitute 2 for n and t3 for t in Equation (VIII).

(ωdt3+φ)=2πωdt3=2πφt3=2πφωd ...... (X)

Here, the time interval for second zero displacement is t3.

Substract Equation (X) from (IX).

t3t2=2πφωd(πφωd)=2πφπ+φωdt3t2=πωd ...... (XI)

Substitute 2πτd for ωd in Equation (XI).

t1t0=π2πτdt1t0=τd2

Conclusion:

The time interval between two successive zero displacement is τd2

To determine

(c)

The time interval between maximum positive displacement and zero displacement is greater than τd4

Expert Solution
Check Mark

Explanation of Solution

Calculation:

Substract Equation (V) from (IX).

t0t2=tan1(2mωdc)φ(πφ)ωdt0t2=tan1(2mωdc)πωdωd(t0t2)=tan1(2mωdc)π+ωd(t0t2)=tan1(2mωdc)π

tan(π+ωd(t0t2))=(2mωdc)tan(ωd(t0t2))=(2mωdc)ωd(t0t2)=tan1(2mωdc)

The values of tan1(2mωdc) lies between (π2,π2).

π2<tan1(2mωdc)<π2 ...... (XII)

Substitute ωd(t0t2) for tan1(2mωdc) in Equation (XII).

π2<ωd(t0t2)<π2π2ωd<(t0t2)<π2ωd

Neglect the time interval difference to be negative.

(t0t2)<π2ωd(t2t0)<π2ωd(t2t0)>π2ωd ...... (XIII)

Substitute 2πτd for ωd in Equation (XIII).

(t2t0)>π22πτd(t2t0)>τd4

Conclusion:

The time interval between maximum positive displacement and zero displacement is greater than τd4

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Chapter 19 Solutions

Vector Mechanics For Engineers

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