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Table 1 Requirements met by each model

From: Cross section shape optimization of wire strands subjected to purely tensile loads using a reduced helical model

 

Analytical

Solid

Beam

Reduced

Axial response

Computational efficiency

Complex geometry

Bending response

✗*

  1. None of them is capable to fulfil all the requirements. * Bending stiffness approximated analytically (“Approximation of the bending stiffness section”)