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

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

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 stre...

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Bibliographic Details
Main Authors: Chaobi Zhang, Jianyun Chen, Qiang Xu, Jing Li
Format: Article
Language:English
Published: Elsevier 2015-08-01
Series:Nuclear Engineering and Technology
Subjects:
Axial loading
Biaxial
Concrete damaged plasticity
Finite element method
Mechanical property
Nuclear power plant
Numerical simulation
Prestressed concrete
Online Access:http://www.sciencedirect.com/science/article/pii/S1738573315001357

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http://www.sciencedirect.com/science/article/pii/S1738573315001357

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