The assessment of corrosion-damaged concrete structures

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http://eprints.org/relation/isVersionOf http://etheses.bham.ac.uk/id/document/629 http://eprints.org/relation/isVolatileVersionOf http://etheses.bham.ac.uk/id/document/629 http://eprints.org/relation/isIndexCodesVersionOf http://etheses.bham.ac.uk/id/document/629 archive 4031 disk0/00/00/02/59 2009-08-18 16:55:08 2019-01-23 09:51:48 2011-07-19 16:14:46 thesis show 0 Webster Michael Peter mike.webster@yahoo.co.uk Clark L. A. (Leslie Arthur) 1944- Somerville George University of Birmingham The assessment of corrosion-damaged concrete structures unpub TG TH TA 30sch_engi Data from existing research are linked together to produce an overview of the effects of chloride-induced corrosion on reinforced concrete structures. The effects of chloride-induced corrosion on the following mechanisms have been investigated: (i) Cracking. (ii) Bond strength. (iii) Flexural strength. (iv) Shear strength. (v) Column behaviour. Models have been developed to link material and structural aspects of deterioration. Despite the complexity of the behaviour, many of the models are modifications to existing procedures contained in UK codes. Material and structural models are integrated together in a spreadsheet for assessing the variation in load-carrying capacity with time. Time to cracking and residual load-carrying capacity are found to be sensitive to small variations in key parameters such as the cover and the surface chloride level. Predictions from a spreadsheet model indicate that structures designed and built to BS 8110 should achieve their design life without the need for significant repair. The predictions also indicate that the UK Highways Agency was justified in making BD 57 more onerous than BS 5400. With validation against further test data the procedures developed in this Thesis could form the basis for codes of practice for the assessment of corrosion-damaged concrete structures and the durability design of new concrete structures. 2000 2000-07 graduation 2009956 eng author unchecked This unpublished thesis/dissertation is copyright of the author and/or third parties. The intellectual property rights of the author or third parties in respect of this work are as defined by The Copyright Designs and Patents Act 1988 or as modified by any successor legislation. Any use made of information contained in this thesis/dissertation must be in accordance with that legislation and must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the permission of the copyright holder. public 318 University of Birmingham School of Engineering, Department of Civil Engineering d_ph na 2000 graduation