Creep and recovery behavior analysis of space mesh structures
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文摘

Creep and recovery constitutive model for cables net structures is investigated.

Cable's elongation rigidity is considered as a time-dependent parameter.

Force density method is used to establish the time-dependent nonlinear static equilibrium equations.

The proposed method enables us to re-optimize the initial pretensions conveniently.

The proposed method enables us to predict the service life of cable net structures.

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