Effect of tire cords, steel and polypropylene fiber content on the fatigue response of cement-based mortars
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68081723%3A_____%2F24%3A00583596" target="_blank" >RIV/68081723:_____/24:00583596 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/p-5jmFQO" target="_blank" >http://dx.doi.org/10.4028/p-5jmFQO</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/p-5jmFQO" target="_blank" >10.4028/p-5jmFQO</a>
Alternative languages
Result language
angličtina
Original language name
Effect of tire cords, steel and polypropylene fiber content on the fatigue response of cement-based mortars
Original language description
The subject of the study presented in this paper is to quantify the effect of fiber content on nthe mechanical and mainly fatigue response of fine-grained cement-based mortars. The reference ncement-based composite was without fibers. Three types of fibers were used as dispersed nreinforcement: tire cords (waste material), steel, and polypropylene. For each type of fiber, mixtures nwith varying reinforcement levels per volume were prepared: 0.0 % (reference composite), 0.5 %, n1.0 %, and 1.5 %. Prismatic specimens 40 mm × 40 mm × 160 mm were prepared and tested. A total nof 10 composite variants were investigated. The ages of the specimens for the static three-point nbending tests were 28 days, for the compression tests were 28, 120, and 275 days. While for the nfatigue tests, it was approximately between 110 and 180 days. The obtained compressive strength nvalues for the above-mentioned composite ages were approximated by a selected exponential function nand the results of the fatigue tests were standardized to a nominal age of 28 days using them. All used ntypes of reinforcement increase the strength values of the mortars even from the lowest fiber doses. nA positive effect of fiber dosage above 0.5 % on the fatigue behavior of mortars was shown only in nthe case of reinforcement with commercial steel fibers.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2024
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Advances in Science and Technology
ISBN
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ISSN
1662-0356
e-ISSN
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Number of pages
10
Pages from-to
77-86
Publisher name
Trans Tech Publications Ltd, Switzerland
Place of publication
Zurich
Event location
Brno
Event date
Jun 25, 2023
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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