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A study of pin ended prestressed concrete columns under direct and eccentric loading.

Brown, K. J. (1961) A study of pin ended prestressed concrete columns under direct and eccentric loading. Doctoral thesis, University of Surrey (United Kingdom)..

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Abstract

A general theoretical inelastic analysis is developed for pin-ended prestressed concrete columns, under short term loading, which includes the effects of slenderness, magnitude and position of prestress and eccentricity of loading. A single set of equilibrium equations with a compatibility condition, incorporating a critical strain criterion and a parabolic stress block, are used to compare the results of 73 specimens, prepared by the author, and 163 concrete columns tested by other investigators. The compared results cover a wide range of length, slenderness and concrete strength and the close agreement obtained indicates that the analysis and basic assumptions yield reliable results.

Item Type: Thesis (Doctoral)
Divisions : Theses
Authors :
NameEmailORCID
Brown, K. J.
Date : 1961
Contributors :
ContributionNameEmailORCID
http://www.loc.gov/loc.terms/relators/THS
Additional Information : Thesis (Ph.D.)--University of Surrey (United Kingdom), 1961.
Depositing User : EPrints Services
Date Deposited : 22 Jun 2018 13:57
Last Modified : 06 Nov 2018 16:53
URI: http://epubs.surrey.ac.uk/id/eprint/847711

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