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

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