Abstract
The article discusses the optimization of a pipe reinforcement scheme under tensile deformation. In the Siemens NX environment, a model is created and an analysis of the stress-strain state is carried out, trajectories of reinforcement laying are identified, and a reinforcement scheme is created. The resulting scheme is brought to the optimal by applying the optimality criteria. The main criteria for fixed structures include the given mass criterion and the maximum displacement and stress criteria. Various options for transforming the reinforcement scheme are considered. By maintaining a balance between an increase in strength characteristics and a decrease in the mass of the structure, an optimal reinforcement scheme has been achieved. Ultimately, a reinforcement scheme has been developed that satisfies the specified optimization criteria.
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