Doctoral Dissertations

Abstract

"The structural behavior of high strength cold-formed steel beams subjected primarily to web crippling was investigated analytically and experimentally. In this study hat sections and I-beams, formed from five different types of high strength sheet steels commonly used in the automobile industry, were investigated under various loading conditions. The yield strengths of these sheet steels vary from 58 to 165 ksi.

In addition to the test data gathered in this phase of study, the experimental results obtained from the beam tests conducted at Inland Steel Company and Ford Motor Company were carefully evaluated. The evaluation indicated that the present available design criteria are not suitable for high strength materials with yield strengths exceeding 80 ksi.

Following the analytical and experimental studies, new design formulas were derived for different types of loading conditions on the basis of available test data with material yield strengths ranging from 30 to 165 ksi. These empirical equations distinguish between web crippling failure caused by overstressing (bearing failure) and web buckling. Interaction formulas were derived for sections with single unreinforced webs and I-beams under combined web crippling and bending moment.

Additional tests were also performed for the transition ranges between the basic loading conditions. These test data were used to verify the newly proposed design equations which can eliminate the problem of discontinuity between different basic loading conditions "--Abstract, page ii.

Advisor(s)

Yu, Wei-wen, 1924-

Committee Member(s)

Best, John, 1925-2015
Senne, Joseph H.
Keith, Harold D. (Harold Dean), 1941-
Hansen, Peter G., 1927-2010
Andrews, William A., 1922-2009

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

Ph. D. in Civil Engineering

Sponsor(s)

American Iron and Steel Institute

Publisher

University of Missouri--Rolla

Publication Date

Fall 1986

Pagination

xxv, 298 pages

Note about bibliography

Includes bibliographical references (pages 200-207).

Rights

© 1986 Chiravut Santaputra, All rights reserved.

Document Type

Dissertation - Restricted Access

File Type

text

Language

English

Library of Congress Subject Headings

Steel, Structural -- Testing
Steel -- Cold working
Steel I-beams
Strains and stresses

Thesis Number

T 5369

Print OCLC #

16769491

Electronic OCLC #

904815824

Link to Catalog Record

Electronic access to the full-text of this document is restricted to Missouri S&T users. Otherwise, request this publication directly from Missouri S&T Library or contact your local library.

http://laurel.lso.missouri.edu/record=b1958083~S5

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