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contributor authorAbdol Ghaium Dehvari
contributor authorMahmoud Miri
contributor authorMohammad Reza Sohrabi
date accessioned2022-01-31T23:34:30Z
date available2022-01-31T23:34:30Z
date issued4/1/2021
identifier other%28ASCE%29MT.1943-5533.0003662.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269971
description abstractIn this study, coarse aggregates extracted from waste concrete were used as recycled coarse aggregates in a concrete mixture. Such durability properties of concrete samples as water absorption, porosity, and electrical resistance as corrosion evaluation indicators were assessed. First, estimation models for the mechanical and durability parameters of concrete were obtained using the kriging surrogate model; then, these models were evaluated using a metaheuristic optimization algorithm coupled with a simple and fast new method of reliability evaluation. Ultimately, the probabilistic optimal values of using recycled coarse aggregates to achieve an environmentally friendly concrete were calculated. The probabilistic single-objective optimization results revealed that in an environment with 70% humidity, a temperature of 23°C, and chloride ion concentrations of 0%, 3%, 5%, and 8%, the replacement ratio of recycled coarse aggregates for the different chloride ion concentrations listed above is limited to 39.12%, 38.08%, 37.21%, and 22.68%, respectively, in a water-to-cement ratio of 0.40.
publisherASCE
titleReliability-Based Design Optimization of Recycled Coarse Aggregates Used in Corrosive Environment
typeJournal Paper
journal volume33
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003662
journal fristpage04021042-1
journal lastpage04021042-16
page16
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 004
contenttypeFulltext


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