Mechanical Properties of MiniBars™ Basalt Fiber-Reinforced Geopolymer Composites

Fly ash-based geopolymers represent a new material, which can be considered an alternative to ordinary Portland cement. MiniBars™ are basalt fiber composites, and they were used to reinforce the geopolymer matrix for the creation of unidirectional MiniBars™ reinforced geopolymer composites (MiniBars...

Full description

Saved in:
Bibliographic Details
Published inMaterials Vol. 17; no. 1; p. 248
Main Authors Furtos, Gabriel, Prodan, Doina, Sarosi, Codruta, Moldovan, Marioara, Korniejenko, Kinga, Miller, Leonard, Fiala, Lukáš, Iveta, Nováková
Format Journal Article
LanguageEnglish
Published Switzerland MDPI AG 02.01.2024
MDPI
Subjects
Online AccessGet full text

Cover

Loading…
Abstract Fly ash-based geopolymers represent a new material, which can be considered an alternative to ordinary Portland cement. MiniBars™ are basalt fiber composites, and they were used to reinforce the geopolymer matrix for the creation of unidirectional MiniBars™ reinforced geopolymer composites (MiniBars™ FRBCs). New materials were obtained by incorporating variable amount of MiniBars™ (0, 12.5, 25, 50, 75 vol.% MiniBars™) in the geopolymer matrix. Geopolymers were prepared by mixing fly ash powder with Na2SiO3 and NaOH as alkaline activators. MiniBars™ FRBCs were cured at 70 °C for 48 h and tested for different mechanical properties. Optical microscopy and SEM were employed to investigate the fillers and MiniBars™ FRBC. MiniBars™ FRBC showed increasing mechanical properties by an increased addition of MiniBars™. The mechanical properties of MiniBars™ FRBC increased more than the geopolymer wtihout MiniBars™: the flexural strength > 11.59–25.97 times, the flexural modulus > 3.33–5.92 times, the tensile strength > 3.50–8.03 times, the tensile modulus > 1.12–1.30 times, and the force load at upper yield tensile strength > 4.18–7.27 times. SEM and optical microscopy analyses were performed on the fractured surface and section of MiniBars™ FRBC and confirmed a good geopolymer network around MiniBars™. Based on our results, MiniBars™ FRBC could be a very promising green material for buildings.
AbstractList Fly ash-based geopolymers represent a new material, which can be considered an alternative to ordinary Portland cement. MiniBars™ are basalt fiber composites, and they were used to reinforce the geopolymer matrix for the creation of unidirectional MiniBars™ reinforced geopolymer composites (MiniBars™ FRBCs). New materials were obtained by incorporating variable amount of MiniBars™ (0, 12.5, 25, 50, 75 vol.% MiniBars™) in the geopolymer matrix. Geopolymers were prepared by mixing fly ash powder with Na SiO and NaOH as alkaline activators. MiniBars™ FRBCs were cured at 70 °C for 48 h and tested for different mechanical properties. Optical microscopy and SEM were employed to investigate the fillers and MiniBars™ FRBC. MiniBars™ FRBC showed increasing mechanical properties by an increased addition of MiniBars™. The mechanical properties of MiniBars™ FRBC increased more than the geopolymer wtihout MiniBars™: the flexural strength > 11.59-25.97 times, the flexural modulus > 3.33-5.92 times, the tensile strength > 3.50-8.03 times, the tensile modulus > 1.12-1.30 times, and the force load at upper yield tensile strength > 4.18-7.27 times. SEM and optical microscopy analyses were performed on the fractured surface and section of MiniBars™ FRBC and confirmed a good geopolymer network around MiniBars™. Based on our results, MiniBars™ FRBC could be a very promising green material for buildings.
Fly ash-based geopolymers represent a new material, which can be considered an alternative to ordinary Portland cement. MiniBars™ are basalt fiber composites, and they were used to reinforce the geopolymer matrix for the creation of unidirectional MiniBars™ reinforced geopolymer composites (MiniBars™ FRBCs). New materials were obtained by incorporating variable amount of MiniBars™ (0, 12.5, 25, 50, 75 vol.% MiniBars™) in the geopolymer matrix. Geopolymers were prepared by mixing fly ash powder with Na2SiO3 and NaOH as alkaline activators. MiniBars™ FRBCs were cured at 70 °C for 48 h and tested for different mechanical properties. Optical microscopy and SEM were employed to investigate the fillers and MiniBars™ FRBC. MiniBars™ FRBC showed increasing mechanical properties by an increased addition of MiniBars™. The mechanical properties of MiniBars™ FRBC increased more than the geopolymer wtihout MiniBars™: the flexural strength > 11.59-25.97 times, the flexural modulus > 3.33-5.92 times, the tensile strength > 3.50-8.03 times, the tensile modulus > 1.12-1.30 times, and the force load at upper yield tensile strength > 4.18-7.27 times. SEM and optical microscopy analyses were performed on the fractured surface and section of MiniBars™ FRBC and confirmed a good geopolymer network around MiniBars™. Based on our results, MiniBars™ FRBC could be a very promising green material for buildings.Fly ash-based geopolymers represent a new material, which can be considered an alternative to ordinary Portland cement. MiniBars™ are basalt fiber composites, and they were used to reinforce the geopolymer matrix for the creation of unidirectional MiniBars™ reinforced geopolymer composites (MiniBars™ FRBCs). New materials were obtained by incorporating variable amount of MiniBars™ (0, 12.5, 25, 50, 75 vol.% MiniBars™) in the geopolymer matrix. Geopolymers were prepared by mixing fly ash powder with Na2SiO3 and NaOH as alkaline activators. MiniBars™ FRBCs were cured at 70 °C for 48 h and tested for different mechanical properties. Optical microscopy and SEM were employed to investigate the fillers and MiniBars™ FRBC. MiniBars™ FRBC showed increasing mechanical properties by an increased addition of MiniBars™. The mechanical properties of MiniBars™ FRBC increased more than the geopolymer wtihout MiniBars™: the flexural strength > 11.59-25.97 times, the flexural modulus > 3.33-5.92 times, the tensile strength > 3.50-8.03 times, the tensile modulus > 1.12-1.30 times, and the force load at upper yield tensile strength > 4.18-7.27 times. SEM and optical microscopy analyses were performed on the fractured surface and section of MiniBars™ FRBC and confirmed a good geopolymer network around MiniBars™. Based on our results, MiniBars™ FRBC could be a very promising green material for buildings.
Fly ash-based geopolymers represent a new material, which can be considered an alternative to ordinary Portland cement. MiniBars™ are basalt fiber composites, and they were used to reinforce the geopolymer matrix for the creation of unidirectional MiniBars™ reinforced geopolymer composites (MiniBars™ FRBCs). New materials were obtained by incorporating variable amount of MiniBars™ (0, 12.5, 25, 50, 75 vol.% MiniBars™) in the geopolymer matrix. Geopolymers were prepared by mixing fly ash powder with Na 2 SiO 3 and NaOH as alkaline activators. MiniBars™ FRBCs were cured at 70 °C for 48 h and tested for different mechanical properties. Optical microscopy and SEM were employed to investigate the fillers and MiniBars™ FRBC. MiniBars™ FRBC showed increasing mechanical properties by an increased addition of MiniBars™. The mechanical properties of MiniBars™ FRBC increased more than the geopolymer wtihout MiniBars™: the flexural strength > 11.59–25.97 times, the flexural modulus > 3.33–5.92 times, the tensile strength > 3.50–8.03 times, the tensile modulus > 1.12–1.30 times, and the force load at upper yield tensile strength > 4.18–7.27 times. SEM and optical microscopy analyses were performed on the fractured surface and section of MiniBars™ FRBC and confirmed a good geopolymer network around MiniBars™. Based on our results, MiniBars™ FRBC could be a very promising green material for buildings.
Fly ash-based geopolymers represent a new material, which can be considered an alternative to ordinary Portland cement. MiniBars™ are basalt fiber composites, and they were used to reinforce the geopolymer matrix for the creation of unidirectional MiniBars™ reinforced geopolymer composites (MiniBars™ FRBCs). New materials were obtained by incorporating variable amount of MiniBars™ (0, 12.5, 25, 50, 75 vol.% MiniBars™) in the geopolymer matrix. Geopolymers were prepared by mixing fly ash powder with Na2SiO3 and NaOH as alkaline activators. MiniBars™ FRBCs were cured at 70 °C for 48 h and tested for different mechanical properties. Optical microscopy and SEM were employed to investigate the fillers and MiniBars™ FRBC. MiniBars™ FRBC showed increasing mechanical properties by an increased addition of MiniBars™. The mechanical properties of MiniBars™ FRBC increased more than the geopolymer wtihout MiniBars™: the flexural strength > 11.59–25.97 times, the flexural modulus > 3.33–5.92 times, the tensile strength > 3.50–8.03 times, the tensile modulus > 1.12–1.30 times, and the force load at upper yield tensile strength > 4.18–7.27 times. SEM and optical microscopy analyses were performed on the fractured surface and section of MiniBars™ FRBC and confirmed a good geopolymer network around MiniBars™. Based on our results, MiniBars™ FRBC could be a very promising green material for buildings.
Fly ash-based geopolymers represent a new material, which can be considered an alternative to ordinary Portland cement. MiniBars™ are basalt fiber composites, and they were used to reinforce the geopolymer matrix for the creation of unidirectional MiniBars™ reinforced geopolymer composites (MiniBars™ FRBCs). New materials were obtained by incorporating variable amount of MiniBars™ (0, 12.5, 25, 50, 75 vol.% MiniBars™) in the geopolymer matrix. Geopolymers were prepared by mixing fly ash powder with Na[sub.2]SiO[sub.3] and NaOH as alkaline activators. MiniBars™ FRBCs were cured at 70 °C for 48 h and tested for different mechanical properties. Optical microscopy and SEM were employed to investigate the fillers and MiniBars™ FRBC. MiniBars™ FRBC showed increasing mechanical properties by an increased addition of MiniBars™. The mechanical properties of MiniBars™ FRBC increased more than the geopolymer wtihout MiniBars™: the flexural strength > 11.59–25.97 times, the flexural modulus > 3.33–5.92 times, the tensile strength > 3.50–8.03 times, the tensile modulus > 1.12–1.30 times, and the force load at upper yield tensile strength > 4.18–7.27 times. SEM and optical microscopy analyses were performed on the fractured surface and section of MiniBars™ FRBC and confirmed a good geopolymer network around MiniBars™. Based on our results, MiniBars™ FRBC could be a very promising green material for buildings.
Audience Academic
Author Sarosi, Codruta
Furtos, Gabriel
Fiala, Lukáš
Korniejenko, Kinga
Iveta, Nováková
Miller, Leonard
Moldovan, Marioara
Prodan, Doina
AuthorAffiliation 2 Faculty of Materials Engineering and Physics, Cracow University of Technology, 31-864 Cracow, Poland; kinga.korniejenko@pk.edu.pl
5 Faculty of Science and Technology, The Arctic University of Norway, N-8505 Narvik, Norway; iveta.novakova@uit.no
1 Raluca Ripan Institute of Research in Chemistry, Babes-Bolyai University, 400294 Cluj-Napoca, Romania; doina.prodan@ubbcluj.ro (D.P.); codruta.sarosi@gmail.com (C.S.); mmarioara2004@yahoo.com (M.M.)
4 Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, 166 29 Prague, Czech Republic; lukas.fiala@cvut.cz
3 ReforceTech AS, NO-3440 Røyken, Norway; len.miller@reforcetech.com
AuthorAffiliation_xml – name: 1 Raluca Ripan Institute of Research in Chemistry, Babes-Bolyai University, 400294 Cluj-Napoca, Romania; doina.prodan@ubbcluj.ro (D.P.); codruta.sarosi@gmail.com (C.S.); mmarioara2004@yahoo.com (M.M.)
– name: 2 Faculty of Materials Engineering and Physics, Cracow University of Technology, 31-864 Cracow, Poland; kinga.korniejenko@pk.edu.pl
– name: 5 Faculty of Science and Technology, The Arctic University of Norway, N-8505 Narvik, Norway; iveta.novakova@uit.no
– name: 3 ReforceTech AS, NO-3440 Røyken, Norway; len.miller@reforcetech.com
– name: 4 Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, 166 29 Prague, Czech Republic; lukas.fiala@cvut.cz
Author_xml – sequence: 1
  givenname: Gabriel
  orcidid: 0000-0002-6418-6129
  surname: Furtos
  fullname: Furtos, Gabriel
– sequence: 2
  givenname: Doina
  surname: Prodan
  fullname: Prodan, Doina
– sequence: 3
  givenname: Codruta
  orcidid: 0000-0003-2960-9832
  surname: Sarosi
  fullname: Sarosi, Codruta
– sequence: 4
  givenname: Marioara
  orcidid: 0000-0001-9714-4809
  surname: Moldovan
  fullname: Moldovan, Marioara
– sequence: 5
  givenname: Kinga
  orcidid: 0000-0002-8265-3982
  surname: Korniejenko
  fullname: Korniejenko, Kinga
– sequence: 6
  givenname: Leonard
  surname: Miller
  fullname: Miller, Leonard
– sequence: 7
  givenname: Lukáš
  surname: Fiala
  fullname: Fiala, Lukáš
– sequence: 8
  givenname: Nováková
  orcidid: 0000-0002-3473-2221
  surname: Iveta
  fullname: Iveta, Nováková
BackLink https://www.ncbi.nlm.nih.gov/pubmed/38204101$$D View this record in MEDLINE/PubMed
BookMark eNptks1qFTEUx4NUbK3d-AAy4KYIU_N187GS9mKr0KIUXYdM5kybkknGZK7QvU_io_kkZri11mKySEh-53_yzznP0U5MERB6SfARYxq_HS2RmGDK1RO0R7QWLdGc7zzY76KDUm5wHYwRRfUztMsUxZxgsocuL8Bd2-idDc3nnCbIs4fSpKG58NGf2Fx-_fjZnNhiw9yc-g5yewk-Dik76JszSFMKtyPkZp3GKRU_Q3mBng42FDi4W_fR19P3X9Yf2vNPZx_Xx-et41zMraN80MJ1FHAnB6KHTjmpiLJiJalU2DnRs4oyq7Tre76iFFvQEgSWHe8U20fvtrrTphuhdxDnbIOZsh9tvjXJevPvTfTX5ip9NwRLqQXTVeHwTiGnbxsosxl9cRCCjZA2xVBNGOcrJXFFXz9Cb9Imx-pvoahQhOpVpY621JUNYJZvqoldnT2M3tXCDb6eH9f0jAuMl4BXDz3cP_5PgSrwZgu4nErJMNwjBJulAczfBqgwfgQ7P9vZp8W_D_8L-Q1Xe7JH
CitedBy_id crossref_primary_10_1007_s10751_024_01944_8
crossref_primary_10_1016_j_conbuildmat_2024_136974
crossref_primary_10_3390_ma17122856
crossref_primary_10_1007_s10751_024_01935_9
crossref_primary_10_1016_j_susmat_2024_e01203
crossref_primary_10_1016_j_cscm_2024_e03519
crossref_primary_10_1617_s11527_024_02501_z
crossref_primary_10_1016_j_jmrt_2024_06_078
crossref_primary_10_1080_15440478_2024_2418356
crossref_primary_10_3390_ma17102336
crossref_primary_10_1590_1517_7076_rmat_2024_0125
Cites_doi 10.3390/jcs5090243
10.1016/S0022-3913(84)80117-1
10.1016/j.istruc.2021.10.036
10.1016/j.jnoncrysol.2018.07.069
10.1007/s10853-011-6169-1
10.1002/app.38508
10.1155/2018/1927135
10.1016/j.serj.2017.03.005
10.1155/2019/7520549
10.5194/essd-11-1675-2019
10.1016/j.cemconcomp.2019.103498
10.3390/ma14020409
10.1016/j.cemconres.2004.08.021
10.1002/pc.23583
10.3390/ma16093478
10.3390/polym15040827
10.1007/s10965-023-03744-0
ContentType Journal Article
Copyright COPYRIGHT 2024 MDPI AG
2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
2024 by the authors. 2024
Copyright_xml – notice: COPYRIGHT 2024 MDPI AG
– notice: 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.
– notice: 2024 by the authors. 2024
DBID AAYXX
CITATION
NPM
7SR
8FD
8FE
8FG
ABJCF
ABUWG
AFKRA
AZQEC
BENPR
BGLVJ
CCPQU
D1I
DWQXO
HCIFZ
JG9
KB.
PDBOC
PHGZM
PHGZT
PIMPY
PKEHL
PQEST
PQGLB
PQQKQ
PQUKI
7X8
5PM
DOI 10.3390/ma17010248
DatabaseName CrossRef
PubMed
Engineered Materials Abstracts
Technology Research Database
ProQuest SciTech Collection
ProQuest Technology Collection
Materials Science & Engineering Collection
ProQuest Central (Alumni)
ProQuest Central UK/Ireland
ProQuest Central Essentials - QC
ProQuest Central
Technology Collection
ProQuest One
ProQuest Materials Science Collection
ProQuest Central Korea
SciTech Premium Collection
Materials Research Database
Materials Science Database
Materials Science Collection
ProQuest Central Premium
ProQuest One Academic (New)
Publicly Available Content Database
ProQuest One Academic Middle East (New)
ProQuest One Academic Eastern Edition (DO NOT USE)
ProQuest One Applied & Life Sciences
ProQuest One Academic
ProQuest One Academic UKI Edition
MEDLINE - Academic
PubMed Central (Full Participant titles)
DatabaseTitle CrossRef
PubMed
Publicly Available Content Database
ProQuest Materials Science Collection
Materials Research Database
Technology Collection
Technology Research Database
ProQuest One Academic Middle East (New)
ProQuest Central Essentials
ProQuest One Academic Eastern Edition
Materials Science Collection
ProQuest Central (Alumni Edition)
SciTech Premium Collection
ProQuest One Community College
ProQuest Technology Collection
ProQuest SciTech Collection
ProQuest Central
ProQuest One Applied & Life Sciences
Engineered Materials Abstracts
ProQuest One Academic UKI Edition
ProQuest Central Korea
Materials Science & Engineering Collection
Materials Science Database
ProQuest Central (New)
ProQuest One Academic
ProQuest One Academic (New)
MEDLINE - Academic
DatabaseTitleList PubMed
MEDLINE - Academic

Publicly Available Content Database
CrossRef

Database_xml – sequence: 1
  dbid: NPM
  name: PubMed
  url: https://proxy.k.utb.cz/login?url=http://www.ncbi.nlm.nih.gov/entrez/query.fcgi?db=PubMed
  sourceTypes: Index Database
– sequence: 2
  dbid: 8FG
  name: ProQuest Technology Collection
  url: https://search.proquest.com/technologycollection1
  sourceTypes: Aggregation Database
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1996-1944
ExternalDocumentID PMC10779639
A779346005
38204101
10_3390_ma17010248
Genre Journal Article
GeographicLocations United Kingdom--UK
Romania
GeographicLocations_xml – name: Romania
– name: United Kingdom--UK
GrantInformation_xml – fundername: Unitatea Executiva Pentru Finantarea Invatamantului Superior Si A Cercetarii Stiintifice Universitare
  grantid: COFUND-M-ERANET-3-GEOSUMAT, within PNCDI III
– fundername: The Research Council of Norway
  grantid: No. 338117
– fundername: Technology Agency of the Czech Republic
  grantid: No. TH80020002
– fundername: National Centre for Research and Development
  grantid: M-ERA.NET3/2021/70/GEOSUMAT/2022
– fundername: Innovation and Digitization, CNCS/CCCDI-UEFISCDI
  grantid: COFUND-M-ERANET-3-GEOSUMAT, within PNCDI III
– fundername: Research Council of Norway
  grantid: No. 338117
– fundername: Polish National Centre for Research and Development
  grantid: M-ERA.NET3/2021/70/GEOSUMAT/2022
GroupedDBID 29M
2WC
2XV
53G
5GY
5VS
8FE
8FG
AADQD
AAFWJ
AAHBH
AAYXX
ABDBF
ABJCF
ACUHS
ADBBV
ADMLS
AENEX
AFKRA
AFZYC
ALMA_UNASSIGNED_HOLDINGS
AOIJS
BCNDV
BENPR
BGLVJ
CCPQU
CITATION
CZ9
D1I
E3Z
EBS
ESX
FRP
GX1
HCIFZ
HH5
HYE
I-F
IAO
ITC
KB.
KC.
KQ8
MK~
MODMG
M~E
OK1
OVT
P2P
PDBOC
PGMZT
PHGZM
PHGZT
PIMPY
PROAC
RPM
TR2
TUS
GROUPED_DOAJ
NPM
PMFND
7SR
8FD
ABUWG
AZQEC
DWQXO
JG9
PKEHL
PQEST
PQGLB
PQQKQ
PQUKI
7X8
5PM
ID FETCH-LOGICAL-c446t-c24f96cb2e0b7f19fb8c7818a6572780cc6d3c443a89cdd45220ae97e607b4b83
IEDL.DBID BENPR
ISSN 1996-1944
IngestDate Thu Aug 21 18:41:42 EDT 2025
Fri Jul 11 05:08:55 EDT 2025
Fri Jul 25 12:04:39 EDT 2025
Tue Jun 10 21:13:25 EDT 2025
Mon Feb 17 04:02:23 EST 2025
Tue Jul 01 04:28:53 EDT 2025
Thu Apr 24 23:10:40 EDT 2025
IsDoiOpenAccess true
IsOpenAccess true
IsPeerReviewed true
IsScholarly true
Issue 1
Keywords basalt fiber
fly ash
geopolymer composites
MiniBars
mechanical properties
Language English
License https://creativecommons.org/licenses/by/4.0
Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c446t-c24f96cb2e0b7f19fb8c7818a6572780cc6d3c443a89cdd45220ae97e607b4b83
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
content type line 23
ORCID 0000-0002-8265-3982
0000-0002-6418-6129
0000-0002-3473-2221
0000-0001-9714-4809
0000-0003-2960-9832
OpenAccessLink https://www.proquest.com/docview/2912681295?pq-origsite=%requestingapplication%
PMID 38204101
PQID 2912681295
PQPubID 2032366
ParticipantIDs pubmedcentral_primary_oai_pubmedcentral_nih_gov_10779639
proquest_miscellaneous_2913445870
proquest_journals_2912681295
gale_infotracacademiconefile_A779346005
pubmed_primary_38204101
crossref_primary_10_3390_ma17010248
crossref_citationtrail_10_3390_ma17010248
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 20240102
PublicationDateYYYYMMDD 2024-01-02
PublicationDate_xml – month: 1
  year: 2024
  text: 20240102
  day: 2
PublicationDecade 2020
PublicationPlace Switzerland
PublicationPlace_xml – name: Switzerland
– name: Basel
PublicationTitle Materials
PublicationTitleAlternate Materials (Basel)
PublicationYear 2024
Publisher MDPI AG
MDPI
Publisher_xml – name: MDPI AG
– name: MDPI
References Wang (ref_25) 2019; 2019
Furtos (ref_5) 2019; 06
Baldea (ref_19) 2017; 38
ref_14
ref_11
ref_10
Muhammad (ref_22) 2023; 18
ref_16
(ref_8) 2018; 2018
Leiva (ref_18) 2018; 500
Sathanandam (ref_13) 2017; 27
Ding (ref_1) 2022; 35
ref_23
DeBoer (ref_24) 1984; 51
Furtos (ref_6) 2021; 7
Davidovits (ref_9) 1994; 6
Andrew (ref_2) 2019; 11
Ranjbar (ref_12) 2020; 107
Palomo (ref_17) 2005; 35
ref_3
Furtos (ref_21) 2013; 128
ref_4
Furtos (ref_20) 2012; 47
ref_7
Uzun (ref_15) 2023; 30
References_xml – ident: ref_4
  doi: 10.3390/jcs5090243
– ident: ref_7
– volume: 51
  start-page: 119
  year: 1984
  ident: ref_24
  article-title: The effect of carbon fiber orientation on the fatigue resistance and bending properties of two denture resins
  publication-title: J. Prosthet. Dent.
  doi: 10.1016/S0022-3913(84)80117-1
– volume: 35
  start-page: 903
  year: 2022
  ident: ref_1
  article-title: A review on high-strength engineered cementitious composites (HS-ECC): Design, mechanical property and structural application
  publication-title: Structures
  doi: 10.1016/j.istruc.2021.10.036
– ident: ref_16
– volume: 18
  start-page: e02020
  year: 2023
  ident: ref_22
  article-title: Effect of basalt minibars on the shear strength of BFRP-reinforced high-strength concrete beams
  publication-title: Case Stud. Constr. Mater.
– ident: ref_23
– volume: 500
  start-page: 196
  year: 2018
  ident: ref_18
  article-title: Fly ash based geopolymeric foams using silica fume as pore generation agent. Physical, mechanical and acoustic properties
  publication-title: J. Non-Cryst. Solids
  doi: 10.1016/j.jnoncrysol.2018.07.069
– volume: 47
  start-page: 3305
  year: 2012
  ident: ref_20
  article-title: Influence of filler/reinforcing agent and post-curing on the flexural properties of woven and unidirectional glass fiber reinforced composites
  publication-title: J. Mater. Sci.
  doi: 10.1007/s10853-011-6169-1
– volume: 128
  start-page: 1266
  year: 2013
  ident: ref_21
  article-title: Development and characterization of new AR glass fiber reinforced cements with potential medical applications
  publication-title: J. Appl. Polym. Sci.
  doi: 10.1002/app.38508
– volume: 2018
  start-page: 1927135
  year: 2018
  ident: ref_8
  article-title: Waste foundry sand usage for building material production: A first geopolymer record in material reuse
  publication-title: Adv. Civ. Eng.
  doi: 10.1155/2018/1927135
– volume: 27
  start-page: 146
  year: 2017
  ident: ref_13
  article-title: Low carbon building: Experimental insight on the use of fly ash and glass fibre for making geopolymer concrete
  publication-title: Sustain. Environ. Res.
  doi: 10.1016/j.serj.2017.03.005
– volume: 2019
  start-page: 7520549
  year: 2019
  ident: ref_25
  article-title: The Effects of Fiber Length and Volume on Material Properties and Crack Resistance of Basalt Fiber Reinforced Concrete (BFRC)
  publication-title: Adv. Mater. Sci. Eng.
  doi: 10.1155/2019/7520549
– volume: 7
  start-page: 6676
  year: 2021
  ident: ref_6
  article-title: Mechanical and thermal properties of wood fiber reinforced geopolymer composites
  publication-title: J. Nat. Fibers
– volume: 11
  start-page: 1675
  year: 2019
  ident: ref_2
  article-title: Global CO2 emissions from cement production, 1928–2018
  publication-title: Earth Syst. Sci. Data
  doi: 10.5194/essd-11-1675-2019
– ident: ref_10
– volume: 107
  start-page: 103498
  year: 2020
  ident: ref_12
  article-title: Fiber-reinforced geopolymer composites: A review
  publication-title: Cem. Concr. Compos.
  doi: 10.1016/j.cemconcomp.2019.103498
– ident: ref_11
  doi: 10.3390/ma14020409
– volume: 35
  start-page: 1204
  year: 2005
  ident: ref_17
  article-title: Microstructure development of alkali-activated fly ash cement: A descriptive model
  publication-title: Cem. Concr. Res.
  doi: 10.1016/j.cemconres.2004.08.021
– volume: 38
  start-page: 260
  year: 2017
  ident: ref_19
  article-title: Fracture load and force load at upper yield of alkaline-resistant glass fiber-reinforced endodontic posts
  publication-title: Polym. Compos.
  doi: 10.1002/pc.23583
– volume: 6
  start-page: 263
  year: 1994
  ident: ref_9
  article-title: Global warming impact on the cement and aggregates industries
  publication-title: World Resour. Rev.
– ident: ref_3
  doi: 10.3390/ma16093478
– ident: ref_14
  doi: 10.3390/polym15040827
– volume: 06
  start-page: 1
  year: 2019
  ident: ref_5
  article-title: Mechanical properties of wood fiber reinforced geopolymer composites with sand addition
  publication-title: J. Nat. Fibers
– volume: 30
  start-page: 394
  year: 2023
  ident: ref_15
  article-title: Methods of determining the degree of crystallinity of polymers with X-ray diffraction: A review
  publication-title: J. Polym. Res.
  doi: 10.1007/s10965-023-03744-0
SSID ssj0000331829
Score 2.444182
Snippet Fly ash-based geopolymers represent a new material, which can be considered an alternative to ordinary Portland cement. MiniBars™ are basalt fiber composites,...
SourceID pubmedcentral
proquest
gale
pubmed
crossref
SourceType Open Access Repository
Aggregation Database
Index Database
Enrichment Source
StartPage 248
SubjectTerms Basalt
Caustic soda
Cement
Crack propagation
Fiber composites
Flexural strength
Fly ash
Geopolymers
Green buildings
Industrial plant emissions
Investigations
Mechanical properties
Modulus of elasticity
Modulus of rupture in bending
Morphology
Optical microscopy
Optical properties
Polymers
Portland cements
Scanning electron microscopy
Sodium
Sodium silicates
Tensile strength
Title Mechanical Properties of MiniBars™ Basalt Fiber-Reinforced Geopolymer Composites
URI https://www.ncbi.nlm.nih.gov/pubmed/38204101
https://www.proquest.com/docview/2912681295
https://www.proquest.com/docview/2913445870
https://pubmed.ncbi.nlm.nih.gov/PMC10779639
Volume 17
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwfV1La9tAEB6a5NIeSt9Vm4YtLZQelkir1-6pxCV2KDgE04BvYjW7ooZETm3n0Ht_SX9af0ln5LVil1LQRWgQq5nVN4_d_QbgvauTmq5YOucyyT2uJDkFI3PuLYIxOp3wAefxeXF2mX2Z5tNQcFuGbZUbTOyA2s2Ra-THyiSKubJM_unmu-SuUby6Glpo7MEBQbCm5OtgcHp-MemrLHFKc1aZNS9pSvn98bVlBnJm8trxRH_j8ZZD2t0sueV9ho_gYQgbxcnazo_hnm-fwIMtMsGnMBl7PsXLShcXXGJfMFeqmDdiPGtnA0pgf__8JQZ2aa9WYsgbReTEd7yp6J0Yee6W8OPaLwRDBG_l8stncDk8_fr5TIaOCRIprVtJVFljCqyVj-uySUxTayzJJdsipzhFx4iFS0k0tdogGYeCr9h6U_oiLuus1ulz2G_nrX8JQpE6ddPkWjWUoVHSpAu0rsECE_SFMhF83GivwkAnzl0tripKK1jT1Z2mI3jXy96sSTT-KfWBjVDxl9Ob0IYDAjQe5qiqTkrCkowCtDyCw42dqvDLLau7CRLB2_4x_Sy8AmJbP7_tZNIsywmjInixNms_oJRioYwAKgK9Y_BegIm4d5-0s28dITel0CUBmXn1_3G9hvuKPrQr4KhD2F8tbv0bCmlW9RHs6eHoKMxeuhtNkz8TUvpj
linkProvider ProQuest
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV3NbtQwEB6VcgAOiH8CBYwAIQ5WE8dJ7ANCLbDd0m6FqlbqLTi2I1Zqs2V3K9Q7T8ID8FA8CTP56y5C3Crl5lFke_7H9jcAL10RFfiF3DknOfW44ugUNE-ot4gNrVMRPXAe7aXDQ_npKDlagV_dWxi6VtnZxNpQu4mlGvm60JEgrCydvDv9xqlrFJ2udi00GrHY8effMWWbvd3-gPx9JcTg48H7IW-7CnCLqc-cWyFLndpC-LDIykiXhbIZui2TJujLVWht6mIkjY3SFheAAUpovM58GmaFLFSM_70CV2Uca9IoNdjqazphjBoidIOCiuPh-okhvHPCDVvye39b_wX3t3w1c8HXDW7BzTZIZRuNVN2GFV_dgRsL0IV3YX_k6c0wsZh9poL-lJBZ2aRko3E13sR0-fePn2zTzMzxnA3oWgrf9zVKq_WObXnqzXB-4qeMDBJdHPOze3B4KTt5H1arSeUfAhOYuKmyTJQoMR_EFE2l1rjSpjayPhU6gDfd7uW2BS-nHhrHOSYxtNP5xU4H8KKnPW0gO_5J9ZqYkNPK8U_WtM8RcD6EiJVvZGi5JIaDSQBrHZ_yVsFn-YU4BvC8H0bVpPMWU_nJWU0TS5mgRQzgQcPWfkIxRl4SzWEAaonhPQHBfi-PVOOvNfw3JuwZmk396P_zegbXhgej3Xx3e2_nMVwXuOi6dCTWYHU-PfNPMJiaF09rCWbw5bJV5g8RcjQF
linkToPdf http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV1LbxMxEB6VVEJwQC3PhVKMACEOq3i9Tx8QamhDS0kURVTqbev12iJSuylJKtQ7v6Q_g5_DL2FmX00Q4lZpbzta2R7P4_OOvwF4nWdehg938zwPXOpx5WJQkG5IvUU013ni0QXnwTDaPwo-H4fHa_CruQtDZZWNTywddT7VdEbeFdITxJUlw66tyyJGu_0P599d6iBFf1qbdhrVFjk0lz8Qvs3fH-yirt8I0d_7-nHfrTsMuBph0MLVIrAy0pkwPIutJ22W6BhDmIpCjOsJ1zrKfRT1VSI1TgaTFa6MjE3E4yzIEh-_ewvWY0RFvAPrvb3haNye8HAf7UXIihPV9yXvniliPycWsZUo-HcsWAqGq4WaS5GvvwH36pSV7VR7bBPWTHEf7i4RGT6A8cDQDWJSOBvR8f6MeFrZ1LLBpJj0EDz__nnFemquThesT0Uq7tiUnK3a5OyToU4Nl2dmxsg9URmZmT-EoxtZy0fQKaaFeQJMIIxLrA0TYREdImBLIq1yqyPtaRMJ6cC7ZvVSXVOZU0eN0xQhDa10er3SDrxqZc8rAo9_Sr0lJaQ0c_ySVvXlBBwP8WOlOzH6sQCTw9CBrUZPaW3u8_R6czrwsn2Nhkp_X1RhpheljB8EIfpHBx5Xam0H5GMeFqBzdCBZUXgrQCTgq2-KybeSDBzhe4xOVD79_7hewG00l_TLwfDwGdwROOfyHElsQWcxuzDPMbNaZNv1FmZwctNW8wdTfzmX
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Mechanical+Properties+of+MiniBars%E2%84%A2+Basalt+Fiber-Reinforced+Geopolymer+Composites&rft.jtitle=Materials&rft.au=Furtos%2C+Gabriel&rft.au=Prodan%2C+Doina&rft.au=Sarosi%2C+Codruta&rft.au=Moldovan%2C+Marioara&rft.date=2024-01-02&rft.issn=1996-1944&rft.eissn=1996-1944&rft.volume=17&rft.issue=1&rft_id=info:doi/10.3390%2Fma17010248&rft_id=info%3Apmid%2F38204101&rft.externalDocID=38204101
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1996-1944&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1996-1944&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1996-1944&client=summon