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handbook of modern sensors

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114 3 Physical Principles <strong>of</strong> Sensing<br />

A zero-order response is a static or time independent characteristic<br />

S(t)= Gs(t), (3.148)<br />

where G is a constant transfer function. This relationship may take any form—for<br />

instance, described by Eqs. (2.1—2.4). The important point is that G is not a function<br />

<strong>of</strong> time; that is, a zero-order response to a step function is a step function.<br />

A first-order response is characterized by a first-order differential equation<br />

a 1<br />

dS(t)<br />

dt<br />

+ a 0 S(t)= s(t), (3.149)<br />

where a 1 and a 0 are constants. This equation characterizes a sensor that can store<br />

energy before dissipating it. An example <strong>of</strong> such a sensor is a temperature sensor<br />

which has a thermal capacity and is coupled to the environment through a thermal<br />

resistance. A first-order response to a step function is exponential:<br />

S(t)= S 0 (1 − e −t/τ ), (3.150)<br />

where S 0 is a sensor’s static response and τ is a time constant which is a measure <strong>of</strong><br />

inertia. A typical first-order response is shown in Fig. 2.9B <strong>of</strong> Chapter 2.<br />

A second-order response is characterized by a second-order differential equation<br />

a 2<br />

d 2 S(t)<br />

dt 2<br />

+ a 1<br />

dS(t)<br />

dt<br />

+ a 0 S(t)= s(t). (3.151)<br />

This response is specific for a sensor or a system that contains two components which<br />

may store energy—for instance, an inductor and a capacitor, or a temperature sensor<br />

and a capacitor. A second-order response contains oscillating components and may<br />

lead to instability <strong>of</strong> the system. A typical shape <strong>of</strong> the response is shown in Fig. 2.11E<br />

<strong>of</strong> Chapter 2.Adynamic error <strong>of</strong> the second-order response depends on several factors,<br />

including its natural frequency ω 0 and damping coefficient b. A relationship between<br />

these values and the independent coefficients <strong>of</strong> Eq. (3.151) are the following:<br />

√<br />

a0<br />

ω 0 = , (3.152)<br />

a 2<br />

b = a 1<br />

2 √ a 0 a 2<br />

. (3.153)<br />

A critically damped response (see Fig. 2.10 <strong>of</strong> Chapter 2) is characterized by b = 1.<br />

The overdamped response has b>1 and the underdamped has b

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