An objective minimal constraint formulation for the analysis of elastic articulated structures

被引:0
|
作者
Greco, L. [1 ]
Castello, D. [1 ]
Cuomo, M. [1 ]
机构
[1] Univ Catania, Dept Civil Engn & Architecture DICAR, Via S Sofia 64, I-95125 Catania, Italy
关键词
Large rotations; Deployable structures; Kirchhoff rods; Implicit formulation of pivots; Scissor mechanisms; B-SPLINE INTERPOLATION; WAVE-PROPAGATION; BEAMS; JOINTS; DESIGN; MODELS;
D O I
10.1016/j.compstruc.2024.107571
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
An implicit formulation for cylindrical joints (pivots) connecting slender rods in large deformations is presented exploiting the G1 map at the beam's end. The rotation at the end of the rod is decomposed in the rotation of the pivot axis and a rotation around this axis. A mixed variational formulation that uses the spherical linear interpolation for the rotations is implemented. It allows to effectively model both rigid and elastic mechanisms. The proposed formulation is applied to several examples ranging from spherical scissor mechanism to elastic deployable structures that exploit the onset of instability for achieving the target shape.
引用
收藏
页数:21
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