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contributor authorMohammadsadegh Vaezi
contributor authorArash Sedaghatdoost
contributor authorMohammad Naser Norouzifar
contributor authorHesam Madani
date accessioned2022-01-31T23:35:42Z
date available2022-01-31T23:35:42Z
date issued5/1/2021
identifier other%28ASCE%29MT.1943-5533.0003704.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270010
description abstractThis research investigated the effects of usage of basalt fiber (BF) in cement mortars at elevated temperatures. Compressive strength, mass loss, and microstructure characteristics, including petrographic analyses and scanning electron microscopy (SEM) images of cement composites, were investigated. BF was added in the mortars at five different ratios: 0%, 0.5%, 1%, 1.5%, and 2% by volume of the mix. The mortars were subjected to temperatures of 23°C, 200°C, 400°C, 600°C, and 800°C. The mixture with 1% BF had the best residual compressive strength at high temperatures, so that is considered to be the optimum dosage. The lowest amount of mass loss at each temperature was for specimens with 2% BF. The results indicate that adding BF to the mixes decreased the mass loss. Petrographic and SEM images showed that with increasing temperature, the part of the microstructure which began to deteriorate first was the interfacial transition zone between cement matrix and fiber. BF has a significant function in spreading the cracks, and acts like bridge between two parts of cement paste.
publisherASCE
titlePetrographic Investigation into the Influence of Chopped Basalt Fibers on the Microstructure of Portland Cement Mortars at Elevated Temperatures
typeJournal Paper
journal volume33
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003704
journal fristpage04021078-1
journal lastpage04021078-9
page9
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 005
contenttypeFulltext


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