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contributor authorXudong Chen
contributor authorDandan Shi
contributor authorJinhua Zhang
contributor authorXiyuan Cheng
date accessioned2022-01-31T23:38:30Z
date available2022-01-31T23:38:30Z
date issued7/1/2021
identifier other%28ASCE%29MT.1943-5533.0003779.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270084
description abstractFoamed concrete has been widely used in building energy conservation and insulation engineering, and its fire resistance is very important for buildings under fire. However, due to high porosity and permeability, the properties of foamed concrete are liable to change under high temperatures. Therefore, it is essential to evaluate the performance and functional evolution of foamed concrete at high temperatures. In this study, foamed concrete specimens with three different densities were treated at five different temperatures. The changes of macroscopic appearance and pore structure for the foamed concrete specimens under high temperature were analyzed to reveal the damage mechanism of temperature effects on foamed concrete. Besides, the high-temperature effect on the mass loss, water absorption, and compressive strength of the specimens were investigated. In addition, a prediction model of compressive strength for the foamed concrete considering the coupling effect of temperature and density was proposed.
publisherASCE
titleExperimental Investigation of the Residual Physical and Mechanical Properties of Foamed Concrete Exposed to High Temperatures
typeJournal Paper
journal volume33
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003779
journal fristpage04021162-1
journal lastpage04021162-8
page8
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 007
contenttypeFulltext


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