This thesis is focused on the comparison of connection design using the component method and the finite element method. The introduction of this thesis deals with a summary of the issues of designing the end plate bolted connections using components and finite elements. An analytical model simulating the real connection is divided into main components, whose resistance, stiffness, and deformation capacity are derived according to the mechanical principles and its loading.
Possibility of Setting Stiffness and Resistance of Frame Corner by Analytical and Numerical Method
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Number of Nodes | 142 |
Number of Lines | 152 |
Number of Members | 10 |
Number of Surfaces | 67 |
Number of Solids | 1 |
Number of Load Cases | 3 |
Number of Load Combinations | 2 |
Total Weight | 0.788 tons |
Dimensions (Metric) | 2.004 x 0.410 x 1.877 m |
Dimensions (Imperial) | 6.57 x 1.35 x 6.16 feet |
Program Version | 4.10.19 |