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In this paper, we present a curvature based modification to the existing beam element formulation to model cables which undergoes large displacements. The proposed approximation is numerically tested against the P-delta formulation and true nonlinear formulation of cables. As a result, a limiting value for the curvature based stiffness is reported. Keywords—cables, finite elements, small strains, geometric nonlinartity, large displacements.

Two Dimensional Space Curve Based Curvature Induced Stiffness Formulation for Large Deformable Structural Cables