Masters Theses
Abstract
"This investigation pertains to the stress analysis by the finite element method of a wall footing subjected to external vertical loads and external overturning moments. This problem has been reduced to a two-dimensional stress analysis problem by taking a unit length of the wall. A rectangular plate - element is used throughout this investigation. The development of the matrix equations is shown and the solution is performed by digital computer. Stresses in the horizontal direction show essentially linear variation which is in agreement with simple structural theory, while stresses in the vertical direction show severe perturbation near the column load. The σx and σy stress distributions and the deflections are shown and discussed "--Abstract, page ii.
Advisor(s)
Spooner, James E.
Committee Member(s)
Andrews, William A., 1922-2009
Hansen, Peter G., 1927-2010
Johnson, Charles A.
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
M.S. in Civil Engineering
Publisher
University of Missouri at Rolla
Publication Date
1967
Pagination
ix, 88 pages
Note about bibliography
Includes bibliographical references (pages 86-87).
Rights
© 1967 Adil Godiwalla, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Subject Headings
Strains and stresses -- Computer simulationStrains and stresses -- Mathematical modelsStructural analysis (Engineering)
Thesis Number
T 1985
Print OCLC #
5981342
Electronic OCLC #
915626726
Recommended Citation
Godiwalla, Adil, "Stress analysis of a wall footing subjected to external vertical loads and overturning moments by the finite element method" (1967). Masters Theses. 2932.
https://scholarsmine.mst.edu/masters_theses/2932