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Mechanical properties of two way different configurations of prestressed concrete members subjected to axial loading

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In order to analyze the mechanical properties of two-way different configurations of prestressed concrete members subjected to axial loading, a finite element model based on the nuclear power plant containments is demonstrated. This model takes into account the influences of different principal stress directions, the uniaxial or biaxial loading, and biaxial loading ratio. | Mechanical properties of two way different configurations of prestressed concrete members subjected to axial loading

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