DocumentCode :
1167736
Title :
Nonlinear Analysis of a Prestresseed Concrete Pole Section
Author :
Healy, G.S.
Author_Institution :
Power Span, Inc.
Issue :
8
fYear :
1982
Firstpage :
2471
Lastpage :
2475
Abstract :
This paper attacks the analysis of prestressed concrete structures. The attack is made assuming that the steel prestress members behave linearly and that the concrete is a nonlinear material obeying a second order stress-strain relationship. The entire analysis depends only on one empirical assumption and is developed from fundamental concepts of statics. The theoretical ground work is presented; and, then, a familiar example is solved. Additional theoretical development is presented as the solution of the example problem develops. This particular method of analysis presents an alternative to the empirically based ACI method.
Keywords :
Capacitive sensors; Compressive stress; Concrete; Differential algebraic equations; Nonlinear equations; Steel; Strain control; Stress control; Tensile strain; Tensile stress;
fLanguage :
English
Journal_Title :
Power Apparatus and Systems, IEEE Transactions on
Publisher :
ieee
ISSN :
0018-9510
Type :
jour
DOI :
10.1109/TPAS.1982.317649
Filename :
4111625
Link To Document :
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