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3.1 Rigidity of Polyhedral Structural Units

Оглавление

An isolated single regular polyhedral unit can be specified by two parameters: the dimension (δ) of the unit and its number of vertices (V). The dimension of the unit is the minimum dimension necessary to embed it. For example, δ = 1 for a rod, 2 for a triangular unit, and 3 for a tetrahedron. It is clear that δd (the dimension of the network) and that V ≥ (δ + 1).

When a regular polyhedral structural unit is rigid, the total number, Nu, of independent constraints in the unit satisfies the following relation:

(3)

Table 1 Degrees of freedom (f) of d‐dimensional TD networks of rigid units (δ, V) with C units sharing a vertex (with the assumption h = θ = 0) based on Eqs. (4) and (5).

Structural unit δ V n u d C f
Rod 1 2 0.5 2 3 0.5
3 4 1
3 6 0
Triangle 2 3 1 2 2 0
3 2 1
Square 2 4 1.25 2 2 −0.5
Tetrahedron 3 4 1.5 3 2 0
3 3 −1.5
Octahedron 3 6 2 3 2 −1
Cube 3 8 2.25 3 2 −1.5

Therefore, the number of independent constraints per vertex (nu = Nu/V) in a rigid unit is

(4)

A major advantage of PCT is that Eq. (3) counts correctly the number of independent constraints in a rigid unit. From Eq. (4) and the values of nu listed in Table 1 for several simple polyhedral units, one sees that nu increases with both V (for fixed δ) and δ (for fixed V > δ). When a structural unit is non‐regular and rigid, other parameters, in addition to δ and V, are needed to specify the structural unit.

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