Inelastic design of load carrying members part 2; effect of end conditions on collapse load of columns
Costello, G.A.; Sidebottom, O.M.; Pocs, Eugene
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https://hdl.handle.net/2142/111889
Description
Title
Inelastic design of load carrying members part 2; effect of end conditions on collapse load of columns
Author(s)
Costello, G.A.
Sidebottom, O.M.
Pocs, Eugene
Issue Date
1960-09
Keyword(s)
Inelastic Design
Load Carrying
Abstract
A theory was presented for constructing the load-deflection relation and for determining the collapse load of a column having any known end condition. A trial and error solution was required which used interaction curves and assumed that the inelastic column assumed the shape of a sine curve. For time dependent (creep) inelastic formation arc hyperbolic sine interaction curves were used.
The experimental part of the investigation included tests of rectangular section columns made of 17-7PH stainless steel and tested at room temperature and at 972°F. Several slenderness ratios were considered, and the columns had end conditions which were either fixed, equal and opposite end eccentricities, or unequal end eccentricities. Good agreement was found between theory and experiment.
Publisher
Department of Theoretical and Applied Mechanics. College of Engineering. University of Illinois at Urbana-Champaign
Series/Report Name or Number
TAM R 178
1967-0473
ISSN
0073-5264
Type of Resource
text
Language
eng
Permalink
http://hdl.handle.net/2142/111889
Sponsor(s)/Grant Number(s)
Wright Air Development Division, Contract No. AF 33(616)-5658, Project No. 7351
Copyright and License Information
Copyright 1960 Board of Trustees of the University of Illinois
TAM technical reports include manuscripts intended for publication, theses judged to have general interest, notes prepared for short courses, symposia compiled from outstanding undergraduate projects, and reports prepared for research-sponsoring agencies.
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