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dc.contributor.authorLouhghalam, Arghavan
dc.contributor.authorUlm, Franz-Josef
dc.contributor.authorPetersen, Thomas
dc.date.accessioned2017-01-12T18:48:00Z
dc.date.available2017-01-12T18:48:00Z
dc.date.issued2017-01-12
dc.identifier.urihttp://hdl.handle.net/1721.1/106458
dc.description.abstractThis brief examines the risk of fracture of concrete pavements due to thermal cycles. CSHub researchers model the risk of fracture due to temperature changes and propose a method for estimating the risk of thermal cracking in transient-state conditions (when pavement is still undergoing a change in temperature) and steady-state conditions.en_US
dc.description.sponsorshipThe MIT CSHub is sponsored by the Portland Cement Association and the Ready Mixed Concrete Research & Education Foundation.en_US
dc.relation.ispartofseriesCSHub Research Brief;Vol 6, 2016
dc.subjectPavementen_US
dc.subjectConcreteen_US
dc.subjectEigenstressesen_US
dc.subjectDurable pavementsen_US
dc.titleResearch Brief: Minimizing Thermal Cracks in Concrete Pavementsen_US
dc.typeOtheren_US


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