Masters Theses

Abstract

"An experimental investigation was conducted to study the behavior of and to develop a design methodology for the compressive strength of thin steel gusset plates. The study examined two different analytical models that were proposed by others but had not been verified by test data. The one-dimensional column buckling equations were the basis for the first model. The second model was based on the two-dimensional plate buckling equations.

A testing program was developed for the study and three variables were explored in order to study their effects on the compressive strength of the gusset plates. These variables were the plate thickness, plate width, and fastener pattern. A limited number of tests were performed to determine if any strength gain could be realized in gusset plates with edge stiffeners.

As a result of the investigation, modifications were made to the strength models as proposed in the literature. Both the column buckling and plate buckling approaches were found to be acceptable design methods. However, use of the plate buckling model was recommended for calculating gusset plate strength.

A gain in compressive strength was observed when edge stiffeners were added to the plates. Neither model recognized this increase in capacity"-- Abstract, p. iii

Advisor(s)

LaBoube, Roger A.

Committee Member(s)

Ya, Wei-Wen
Carroll, Douglas R.

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

M.S. in Civil Engineering

Publisher

University of Missouri--Rolla

Publication Date

Spring 2004

Pagination

viii, 58 pages

Note about bibliography

Includes bibliographical references (page 57)

Rights

© 2004 Daniel George Lutz, All rights reserved.

Document Type

Thesis - Restricted Access

File Type

text

Language

English

Subject Headings

Plates, Iron and steel -- Compression testingPlates (Engineering) -- Testing

Thesis Number

T 8494

Print OCLC #

56566042

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