The effect of environmental loading on concrete structures

dc.contributor.advisorKearsley, Elsabe P.
dc.contributor.coadvisorSkorpen, Sarah Anneen
dc.contributor.emailKyle.hambidge@gmail.comen_US
dc.contributor.postgraduateHambidge, Kyle Shaun
dc.date.accessioned2025-02-10T13:40:52Z
dc.date.available2025-02-10T13:40:52Z
dc.date.created2025-04
dc.date.issued2024
dc.descriptionDissertation (MSc (Structural Engineering))--University of Pretoria, 2024.en_US
dc.description.abstractThis study investigates the thermal and mechanical behaviour of concrete elements under environmental loading, with a focus on South African aggregates - dolerite and dolomite. As South Africa transitions to adopting EN1992-1-1: Design of Concrete Structures (2004), understanding the applicability of international standards to local materials and climatic conditions is critical. The concrete structures in the region are exposed to significant thermal variations, solar radiation, and drying conditions, inducing temperature gradients, shrinkage, and thermal stresses. An experimental programme was conducted, featuring concrete elements of three shapes, cube, flange, and L-section, cast with dolerite and dolomite aggregates. Thermocouples and vibrating wire strain gauges were used to monitor temperature and strain over a three-month winter period, while material characterisation tests determined key thermal and mechanical properties. Finite element models developed in ABAQUS/CAE (2023) were calibrated using experimental data to refine thermal conductivity and solar absorptivity values. Sensitivity analyses evaluated the effects of thermal properties on effective temperatures, temperature gradients, and thermal strains. The results show that aggregate type had a limited influence on thermal and shrinkage responses. Dolomite mixes, with higher thermal conductivity and solar absorptivity, experienced slightly greater temperature variations, while Dolerite mixes showed steeper gradients but lower stress development due to reduced thermal expansion, modulus of elasticity, and conductivity. Geometry also affected strain and stress distributions, with L-sections exhibiting higher residual stresses under environmental loading. These findings highlight the need to calibrate EN1992-1-1 assumptions for local materials and conditions. The study recommends developing standardised thermal property tests for South African aggregates and incorporating calibrated material properties into structural design models.en_US
dc.description.availabilityUnrestricteden_US
dc.description.degreeMSc (Structural Engineering)en_US
dc.description.departmentCivil Engineeringen_US
dc.description.facultyFaculty of Engineering, Built Environment and Information Technologyen_US
dc.description.sdgSDG-09: Industry, innovation and infrastructureen_US
dc.description.sdgSDG-13: Climate actionen_US
dc.description.sponsorshipThe South African National Roads Agency SOC Ltden_US
dc.identifier.citation*en_US
dc.identifier.doihttps://doi.org/10.25403/UPresearchdata.28374740en_US
dc.identifier.otherA2025en_US
dc.identifier.urihttp://hdl.handle.net/2263/100669en
dc.identifier.urihttps://doi.org/10.25403/UPresearchdata.28374740en
dc.language.isoenen_US
dc.publisherUniversity of Pretoria
dc.rights© 2023 University of Pretoria. All rights reserved. The copyright in this work vests in the University of Pretoria. No part of this work may be reproduced or transmitted in any form or by any means, without the prior written permission of the University of Pretoria.
dc.subjectUCTDen_US
dc.subjectSustainable Development Goals (SDGs)en_US
dc.subjectConcreteen_US
dc.subjectThermal responseen_US
dc.subjectDrying shrinkageen_US
dc.subjectThermal gradientsen_US
dc.subjectEnvironmental loadingen_US
dc.subjectStrain developmenten_US
dc.subjectHeat transferen_US
dc.subjectConcrete structuresen_US
dc.titleThe effect of environmental loading on concrete structuresen_US
dc.typeDissertationen_US

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