Calculation and Analysis of Finite Elements for Necked-inward Varied-section-beam
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Abstract:
The calculation and analysis of static and modal are fulfilled with ANSYS for the entire super-architecture, its results are compared with that with TBSA and prepared for later pattern of particular analysis of finite elements. The new material pattern so-called Necked-inward Node is presented for necked-inward varied-section beams of super-architecture, ordinary software but ANSYS for the analysis of pattern is not fit.
