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dc.contributor.authorEbadollah Honarvar
dc.contributor.authorSri Sritharan
dc.contributor.authorJon Matt Rouse
dc.contributor.authorWilliam Q. Meeker
dc.date.accessioned2022-01-30T19:45:32Z
dc.date.available2022-01-30T19:45:32Z
dc.date.issued2020
dc.identifier.other%28ASCE%29BE.1943-5592.0001537.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265924
dc.description.abstractThe accuracy of camber and corresponding stresses of precast pretensioned concrete beams (PPCBs) is routinely compromised due to ignoring the thermal effects resulting from continuously changing weather conditions, affecting the deck placement on site. While accounting for the effects of a known temperature gradient down the beam depth is straightforward, the temperature gradient varies by region and meteorological season. Using Monte Carlo simulation to probabilistically determine the thermal effects, this study accounts for these variations in combination with the camber and stresses established for PPCBs subjected to dead load and prestress. To utilize the outcomes of this study in design practice, suitable thermal multipliers are proposed. Recommended multipliers produced more realistic camber predictions because the mean absolute error between the measured and predicted values was 5%±5%. The corresponding error increased to 13%±10% when the thermal multipliers were ignored. The impact of the thermal effects was relatively less on stresses, but it was observed that the stress on the beam’s extreme compression fiber can exceed the allowable stresses in warm summer days.
dc.publisherASCE
dc.titleProbabilistic Approach to Integrating Thermal Effects in Camber and Stress Analyses of Concrete Beams
dc.typeJournal Paper
dc.journal.volume25
dc.journal.issue4
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0001537
dc.page04020010
dc.treeJournal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 004
dc.contenttypeFulltext


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