Chapter
Apr 26, 2012
Optimization of Durability Design Specifications for RC Structures
Publication: Advanced Technology in Structural Engineering
Abstract
A structural deterioration life-cycle reliability model is used herein to calculate probabilities of cracking and spalling for typical RC structures. The influence of mix composition (water-cement ratio, concrete compressive strength) and cover on corrosion rates are included in the analysis. Life-cycle costs are estimated using time-dependent probabilities of failure calculated for annual increments over the lifetime of the structure (100 years). It was found that reducing the cover from that currently specified for design results in a significant increase in life-cycle costs.
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Published In
Advanced Technology in Structural Engineering
Pages: 1 - 8
Copyright
© 2000 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Mark G. Stewart
Senior Lecturer in the Department of Civil, Surveying and Environmental Engineering, The University of Newcastle, New South Wales, 2308, Australia
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.