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Fracture in high performance fibre reinforced concrete pavement materials
Thesis (PhD)--University of Pretoria, 2011.
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University of Pretoria
2013
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| _version_ | 1867613710921498624 |
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| access_status_str | Open Access |
| author2 | Kearsley, Elsabe P. |
| author_browse | Kearsley, Elsabe P. |
| author_facet | Kearsley, Elsabe P. |
| collection | Thesis |
| dc_rights_str_mv | © 2011 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. |
| description | Thesis (PhD)--University of Pretoria, 2011. |
| format | Thesis |
| id | oai:repository.up.ac.za:2263/28664 |
| institution | University of Pretoria (South Africa) |
| last_indexed | 2026-06-10T12:40:28.830Z |
| license_str | Other — see source repository |
| provenance_str_mv | Harvested via OAI-PMH from UPSpace — University of Pretoria Institutional Repository |
| publishDate | 2013 |
| publishDateRange | 2013 |
| publishDateSort | 2013 |
| publisher | University of Pretoria |
| publisherStr | University of Pretoria |
| record_format | dspace |
| source_str | UPSpace — University of Pretoria Institutional Repository |
| spelling | oai:repository.up.ac.za:2263/28664 Fracture in high performance fibre reinforced concrete pavement materials Kearsley, Elsabe P. edenneman@csir.co.za Visser, Alex T. Denneman, Erik High performance material Post crack stress capacity Fibre reinforced concrete UCTD Thesis (PhD)--University of Pretoria, 2011. An innovative pavement system known as Ultra Thin Continuously Reinforced Concrete Pavement (UTCRCP) was recently developed in South Africa. The technology is currently being implemented on some major routes in the country. The system consists of a high performance fibre reinforced concrete pavement slab with a nominal thickness of approximately 50 mm. The material has a significant post crack stress capacity compared to plain concrete. Current design methods for UTCRCP are based on conventional linear elastic concrete pavement design methodology, which does not take into account post crack behaviour. Questions can be raised with regards to the suitability of conventional approaches for the design of this high performance material. The hypothesis of the study is that the accuracy of design models for UTCRCP can benefit from the adoption of fracture mechanics concepts. The experimental framework for this study includes fracture experiments under both monotonic and cyclic loading, on specimens of different sizes and geometries and produced from several mix designs. The aim is to quantify size effect in the high performance fibre reinforced concrete material, to determine fracture mechanics material parameters from monotonic tests, and to investigate the fatigue behaviour of the material. As part of the study a method is developed to obtain the full work of fracture from three point bending tests by means of extrapolation of the load-displacement tail. This allows the specific fracture energy (Gƒ) of the material to be determined. An adjusted tensile splitting test method is developed to determine the tensile strength (ƒτ) of the material. The values of Gƒ and ƒτ are used in the definition of a fracture mechanics based cohesive softening function. The final shape of the softening function combines a crack tip singularity with an exponential tail. The cohesive crack model is implemented in finite element methods to numerically simulate the fracture behaviour observed in the experiments. The numerical simulation provides reliable results for the different mixes, specimen sizes and geometries and predicts the size effect to occur. Fracture mechanics based models for the prediction of the fatigue performance of the material are proposed. The predictive performance of the models is compared against a model representing the conventional design approach. It is concluded that the findings of the study support the thesis that design methods for UTCRCP can benefit from the adoption of fracture mechanics concepts. This conclusion is mainly based on the following findings from the study: <ul><li> The high performance fibre reinforced concrete material was found to be subject to significant size effect. As a consequence the MOR parameter will not yield reliable predictions of the flexural capacity of full size pavement structures, </li><li> In contrast to the MOR parameter, the fracture mechanics damage models developed as part of this study do provide reliable predictions of the flexural behaviour of the material, </li><li> The fatigue model developed based on fracture mechanics concepts, though not necessarily more precise, is more accurate. </li></ul> Civil Engineering PhD Unrestricted 2013-09-07T14:03:11Z 2011-10-14 2013-09-07T14:03:11Z 2011-09-06 2011-10-14 2011-10-12 Thesis Denneman, E 2011-10-14, Fracture in high performance fibre reinforced concrete pavement materials, PhD Thesis, University of Pretoria, Pretoria, viewed yymmdd <http://hdl.handle.net/2263/28664> D11/9/63/ag http://hdl.handle.net/2263/28664 http://upetd.up.ac.za/thesis/available/etd-10122011-170158/ © 2011 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. application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf application/pdf University of Pretoria |
| spellingShingle | High performance material Post crack stress capacity Fibre reinforced concrete UCTD Fracture in high performance fibre reinforced concrete pavement materials |
| title | Fracture in high performance fibre reinforced concrete pavement materials |
| title_full | Fracture in high performance fibre reinforced concrete pavement materials |
| title_fullStr | Fracture in high performance fibre reinforced concrete pavement materials |
| title_full_unstemmed | Fracture in high performance fibre reinforced concrete pavement materials |
| title_short | Fracture in high performance fibre reinforced concrete pavement materials |
| title_sort | fracture in high performance fibre reinforced concrete pavement materials |
| topic | High performance material Post crack stress capacity Fibre reinforced concrete UCTD |
| url | http://hdl.handle.net/2263/28664 http://upetd.up.ac.za/thesis/available/etd-10122011-170158/ |