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Virginia Polytechnic Institute and State University

Comparison and convergence studies of nonlinear finite element beam-column models

Abstract

dc:description.abstract

Comparison and convergence studies are conducted with two non- linear finite element beam-column models. Both models admit physical and geometric nonlinearities. The models differ in their respective strain field representations. Model 2 permits a linear longitudinal and transverse strain variation. The strain field of model 3 can vary linearly in the transverse direction and quadratically in the longitudinal direction. The system model and solution process used with both element models are identical. The system model is defined by an energy function. The equilibrium path of the system is determined at discrete load levels. At each load level, application of the solution process yields the new equilibrium configuration of the system. Four test problems are selected to determine the relative merits of models 2 and 3. The models are tested over the entire range of response. The tests indicate that both models predict accurate responses throughout the range of response. Mesh refinement is seen to increase the accuracy of the models' response predictions. The models achieve identical response predictions in the linearly elastic range. The inelastic response predictions of model 2 are seen to be more accurate than those of model 3. Model 2 is computationally more efficient than model 3 over the entire range of response. The results of the studies reveal that throughout the range of response, the efficiency of response of model 2 is greater than that of model 3.

Degree

thesis:*
Name thesis:degree_name
Master of Science
Level thesis:degree_level
masters
Discipline thesis:degree_discipline
Civil Engineering
Department dc:contributor.department
Civil Engineering
Grantor dc:publisher
Virginia Polytechnic Institute and State University
Year dc:date.issued
1977

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Brown, George Michael

Rights

dc:rights
Statement dc:rights
  • In Copyright
Language dc:language.iso
en

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/10919/64116
OAI identifier oai:identifier
oai:vtechworks.lib.vt.edu:10919/64116

Chain of custody

source
Harvested from
Virginia Tech
Base URL
vtechworks.lib.vt.edu/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
related terms
citation

Brown, George Michael. Comparison and convergence studies of nonlinear finite element beam-column models. masters thesis, Virginia Polytechnic Institute and State University, 1977. http://hdl.handle.net/10919/64116