Attenuator barriers, in contrast to conventional safety nets, tend to smoothly guide
impacting rocks instead of absorbing large amounts of strain energy arresting them. It
has been shown that the rock’s rotation plays an important role in the bearing capacity of
these systems. Although experimental tests have to be conducted to gain a detailed insight
into the behavior of both the structures and the rock itself, these tests are usually costly,
time-consuming, and offer limited generalizability to other structure/environment
combinations. Thus, in order to support the engineer’s design decision, reinforce test
results and confidently predict barrier performance beyond experimental configurations
this work describes an appropriate numerical modeling and simulation method of this
coupled problem. For this purpose, the Discrete Element Method (DEM) and the Finite
Element Method (FEM) are coupled in an open-source multi-physics code. In order to
flexibly model rocks of any shape, sphere clusters are used which employ simple and
efficient contact algorithms despite arbitrarily complicated shapes. A general summary of
the FEM formulation is presented as well as detailed derivations of finite elements
particularly pertinent to rockfall simulations. The presented modeling and coupling
method is validated against experimental testing conducted by the company
Geobrugg. Good agreement is achieved between the simulated and experimental
results, demonstrating the successful practical application of the proposed method.
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Attenuator barriers, in contrast to conventional safety nets, tend to smoothly guide
impacting rocks instead of absorbing large amounts of strain energy arresting them. It
has been shown that the rock’s rotation plays an important role in the bearing capacity of
these systems. Although experimental tests have to be conducted to gain a detailed insight
into the behavior of both the structures and the rock itself, these tests are usually costly,
time-consuming, and offer limited generalizabil...
»