Neither the Maxwell nor Kelvin model adequately describes the behavior of some common engineering materials, such as asphalt concrete. However, the Max- well and the Kelvin models can be put together in series, producing the Burgers model, which can be used to describe simplistically the behavior of asphalt concrete. As shown in Figure 1.13, the Burgers model is generally drawn as a spring in series with a Kelvin model in series with a dashpot. The total deformation at time t, with F M, M2 82 B2 | 82 B3 FIGURE 1.13 Burgers model of viscoelastic materials.

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Neither the Maxwell nor Kelvin model adequately describes the behavior of
some common engineering materials, such as asphalt concrete. However, the Max-
well and the Kelvin models can be put together in series, producing the Burgers
model, which can be used to describe simplistically the behavior of asphalt concrete.
As shown in Figure 1.13, the Burgers model is generally drawn as a spring in series
with a Kelvin model in series with a dashpot. The total deformation at time t, with
F
M,
M2
82 B2
| 82
B3
FIGURE 1.13 Burgers model of
viscoelastic materials.
Transcribed Image Text:Neither the Maxwell nor Kelvin model adequately describes the behavior of some common engineering materials, such as asphalt concrete. However, the Max- well and the Kelvin models can be put together in series, producing the Burgers model, which can be used to describe simplistically the behavior of asphalt concrete. As shown in Figure 1.13, the Burgers model is generally drawn as a spring in series with a Kelvin model in series with a dashpot. The total deformation at time t, with F M, M2 82 B2 | 82 B3 FIGURE 1.13 Burgers model of viscoelastic materials.
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