This paper presents a method to handle a cable element in the flexible multibody dynamics simulation. The formulation for the cable element successfully separates the material and geometric stiffness matrices irrespective to the choice of rotational parameter. The proposed formulation has been implemented in the previously developed flexible multibody dynamics computer program. An experiment on a simple deployable truss structure whose deployment is controlled by a cable reveals that the proposed method can yield results that are accurate enough for industrial applications.
|Published - 1996
|37th AIAA/ASME/ASCE/AHS/ASC Structure, Structural Dynamics and Materials Conference, 1996 - Salt Lake City, United States
継続期間: 1996 4月 15 → 1996 4月 17
|37th AIAA/ASME/ASCE/AHS/ASC Structure, Structural Dynamics and Materials Conference, 1996
|Salt Lake City
|96/4/15 → 96/4/17
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