Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.conbuildmat.2008.04.016
DC FieldValue
dc.titleIntegration of durability with structural design: An optimal life cycle cost based design procedure for reinforced concrete structures
dc.contributor.authorNarasimhan, H.
dc.contributor.authorChew, M.Y.L.
dc.date.accessioned2013-10-14T04:39:14Z
dc.date.available2013-10-14T04:39:14Z
dc.date.issued2009
dc.identifier.citationNarasimhan, H., Chew, M.Y.L. (2009). Integration of durability with structural design: An optimal life cycle cost based design procedure for reinforced concrete structures. Construction and Building Materials 23 (2) : 918-929. ScholarBank@NUS Repository. https://doi.org/10.1016/j.conbuildmat.2008.04.016
dc.identifier.issn09500618
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/45743
dc.description.abstractThe durability design of concrete structures is traditionally based on implicit and prescriptive requirements for materials, material constituents and structural dimensions. With the use of such rules, it is however not possible to visualize an explicit relationship for durability over the lifetime of a structure and determine what constitutes acceptable durability at an optimum cost. An explicit durability design procedure for the design of reinforced concrete structural elements is presented in this paper. The procedure attempts to directly integrate considerations of durability into the structural design process while ensuring lifetime cost optimization. The evaluation of durability is made on the basis of service life which is determined based on the principle of exceedance of defined limit states - a concept commonly used in structural design. Two limit states for corrosion of reinforcement induced by chloride ingress from sea water are used. The service life decides the magnitude and timing of future costs incurred during the design life of the structure. Tradeoffs between initial costs and future costs are examined to determine the optimum design alternative from a life cycle cost perspective. Further the influence of various design and environment variables on the life cycle cost and hence durability of the structure is also evaluated. © 2008 Elsevier Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/j.conbuildmat.2008.04.016
dc.sourceScopus
dc.subjectChloride induced corrosion
dc.subjectCost optimization
dc.subjectDurability
dc.subjectLife cycle cost
dc.subjectService life
dc.typeArticle
dc.contributor.departmentBUILDING
dc.description.doi10.1016/j.conbuildmat.2008.04.016
dc.description.sourcetitleConstruction and Building Materials
dc.description.volume23
dc.description.issue2
dc.description.page918-929
dc.description.codenCBUME
dc.identifier.isiut000261779300038
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