POST-BUCKLING BEHAVIOR OF ELASTIC FRAME STRUCTURES.

POST-BUCKLING BEHAVIOR OF ELASTIC FRAME STRUCTURES.

This study intends to develop a useful tool for the investigation of the behavior of three-dimensional elastic frame structures undergoing large deformations and large rotations, using a mini-computer with an attached array processor. An updated Lagrangian finite element formulation is established b...

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Bibliographic Details
Main Author: JIN, MYOUNG GYOU.
Other Authors: DaDeppo, Donald A.
Language:en
Published: The University of Arizona. 1983
Subjects:
Buckling (Mechanics) > Mathematical models.
Computer simulation.
Deformations (Mechanics) > Mathematical models.
Structural failures > Data processing.
Structural stability > Data processing.
Online Access:http://hdl.handle.net/10150/187620

Internet

http://hdl.handle.net/10150/187620

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