The University of Southampton
University of Southampton Institutional Repository

Investigation into the properties of reinforced microconcrete for accurate structural modelling

Investigation into the properties of reinforced microconcrete for accurate structural modelling
Investigation into the properties of reinforced microconcrete for accurate structural modelling

The object of this investigation was to develop model materials which minimised size effects in small scale reinforced concrete models. Dimensional Analysis was used to develop the general dynamic similarity conditions for elastic models. These conditions were then used as a basis to develop accurate similarity conditions for realistic reinforced microconcrete models. Using these new equations as a basis, design curves for producing microconcrete with properties similar to those of prototype concrete of a similar compressive strength were developed with the aid of trial mixes. Similarly, reinforcing rods which have similar characteristics to prototype ribbed bars were also developed. The performance of materials developed was checked by failure study tests on microconcrete model beams and was shown to be good. There was close agreement of the test results with theoretical full-scale concrete prediction methods. These materials were also used to check the accuracy of the shearing strength equations and the reinforcement details which were developed for halving joints which failed in the shear-splitting mode.

University of Southampton
Oriola, Folagbade Olusoga
Oriola, Folagbade Olusoga

Oriola, Folagbade Olusoga (1989) Investigation into the properties of reinforced microconcrete for accurate structural modelling. University of Southampton, Doctoral Thesis.

Record type: Thesis (Doctoral)

Abstract

The object of this investigation was to develop model materials which minimised size effects in small scale reinforced concrete models. Dimensional Analysis was used to develop the general dynamic similarity conditions for elastic models. These conditions were then used as a basis to develop accurate similarity conditions for realistic reinforced microconcrete models. Using these new equations as a basis, design curves for producing microconcrete with properties similar to those of prototype concrete of a similar compressive strength were developed with the aid of trial mixes. Similarly, reinforcing rods which have similar characteristics to prototype ribbed bars were also developed. The performance of materials developed was checked by failure study tests on microconcrete model beams and was shown to be good. There was close agreement of the test results with theoretical full-scale concrete prediction methods. These materials were also used to check the accuracy of the shearing strength equations and the reinforcement details which were developed for halving joints which failed in the shear-splitting mode.

This record has no associated files available for download.

More information

Published date: 1989

Identifiers

Local EPrints ID: 461183
URI: http://eprints.soton.ac.uk/id/eprint/461183
PURE UUID: f6c30212-014f-43ec-8465-3bd0fdcfa9c5

Catalogue record

Date deposited: 04 Jul 2022 18:38
Last modified: 04 Jul 2022 18:38

Export record

Contributors

Author: Folagbade Olusoga Oriola

Download statistics

Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.

View more statistics

Atom RSS 1.0 RSS 2.0

Contact ePrints Soton: eprints@soton.ac.uk

ePrints Soton supports OAI 2.0 with a base URL of http://eprints.soton.ac.uk/cgi/oai2

This repository has been built using EPrints software, developed at the University of Southampton, but available to everyone to use.

We use cookies to ensure that we give you the best experience on our website. If you continue without changing your settings, we will assume that you are happy to receive cookies on the University of Southampton website.

×