Study on the behaviour of using human hair as a fiber in concrete .ppt

Hair Fiber Reinforced Concrete. In our project we used M20 grade of concrete with 0 , 1, 2, percenatage of human hair . There is alot of difference in while using different grade of comcrete and different percentage of human hair in concrete .

1. A PRESENTATION ON
“STUDY ON BEHAVIOUR OF USING HAIR AS A
FIBRE IN CONRETE”
DEPARTMENT OF CIVIL ENGINEERING
RAJIV GANDHI COLLEGE OF ENGINEERING & RESEARCH
(Formerly known as “NYSS College of Engineering & Research”)
Hingna Road, Wanadongri, Nagpur –441110
2021-22
GUIDED BY:
Dr. Boskey V. Bahoria
(HOD)
AASHIRWAD R. PENTAWAR
DURVESH A. JANBANDHU
PRAJWAL P. BHOYAR
DEVESH G. GHATE
KAUSTUBH R. SATPUTE
ROHIT D. GOKTE
PRADEEP M. SHENDE
SAURABH K. GADRE
SUBMITTED BY:

2. INTRODUCTION
Hairisusedasafiberbecauseithasahighelasticitywhichisequivalenttothatofacopperwirewith
comparablewidth.
Hair,anon-degradablematterismakinganecologicalissuesoitsutilizationasafiberfortifying
materialcanminimizetheissue.Itisadditionallyaccessibleinwealthandwithease.
Itfortifiesthemortarandkeepsitfromspillingforthisprojectwehaveusedhairasafiberoflength
between20mmto30mm.

3. HAIR FIBRE REINFORCED CONCRETE
WHY HAIR AS FIBRE
Ithasahightensilestrengthwhichisequaltothatofacopperwirewithsimilardiameter.
Hair,anon-degradablematteriscreatinganenvironmentalproblemsoitsuseasafibrereinforcing
materialcanminimizetheproblem.
Itisalsoavailableinabundanceandataverylowcost.
Itreinforcesthemortarandpreventsitfromspelling.

4. AIM
Studyandanalysisofconcretebyusinghairasafibreinconcrete
OBJECTIVE
TostudyortoinvestigateeffectofHairfiberonmechanicalpropertiesofconcrete.
ToevaluatethesuitabilityofHairfiberinvariouspercentageinconcrete.
Wastemanagementofnon-biodegradablehairasafiberreinforcement.
Toreducethecracksintheconcrete
Todevelopsuitablemixdesign.

5. LITERATURE REVIEW
AUTHOR TITLE OF
PAPERS
STUDY
MATERIAL
YEAR OF
PUBLISHED
CONCLUSION
Ajna Manaf,
Adarsh M V ,
Alphy Jomichan,
George M
Varghese
Hair fibre reinforced
concrete
Cement ,
Sand ,
Human, Hair,
Aggregates
03rd mar 2017Thatthereisanincreaseincompressive
strengthby12%and22%increasein
flexuralstrengthonadditionof1%hair
fibrebyweightofcement.
Sreevani , Smt.
B. Ajitha
Human Hair as fibre
Reinforcement in
Concrete
Cement ,
Sand , human,
Hair,
Aggregates
10th .jul.2016Thehumanhairfiberconcretehasthe
highcompressivestrengthcomparedto
thenormalConcrete.
Jain D. and
Kothari A
Hair Fibre Reinforced
Concrete
Cement , sand
, human, Hair,
Aggregates
25th January
2012
Itisfoundthatthereisanincreaseof11%
incompressivestrengthand4%in
flexuralstrength.

6. AUTHOR
TITLE OF
PAPERS
STUDY
MATERIAL
YEAR OF
PUBLISHE
D
CONCLUSION
Nila,V.M.,Raijan,
K.J, Susmitha
Antony,RiyaBabu
,M.andNeena
RoseDavis
Human hair as a
fibre reinforcement
in concrete : An
alternative method
of hair waste
management and its
application in civil
construction
HumanHair,
Cement,Sand,
Agggregate,
20thoct2015Therewasanoverallincreaseof1-12%
inthecompressivestrengthofconcrete
andupto5%intheflexuralstrengthof
concretetestspecimensbytheaddition
ofhairfibresindifferentquantities
TomasU.Ganiron
Jr.
EffectsofHuman
HairAdditivesin
Compressive
StrengthofAsphalt
CementMixture
HumanHair,
Cement,Sand,
Agggregate,
25th nov
2013
Anotherthingisthattheadditionofhair
totheasphaltcementmixturegreatly
improvesitscapabilitytobearmore
loadsappliedtoit.Additionalhairmust
rangefrom2%to6%bymassof
bitumenorelsethemixturewouldhave
lesserbondandbecomesunstable.

7. AUTHOR TITLE OF
PAPERS
STUDY
MATERIAL
YEAR OF
PUBLISHED
CONCLUSION
Yadollah Batebi,
Alireza
Mirzagoltabar,Seyed
MostafaShabanian
andSaraFateri
Experimental
Investigationof
ShrinkageofNano
HairReinforced
Concrete
HumanHair,
Cement,Sand,
Agggregate,
7
th
.march.
2018
Accordingtoexperiments,addition
ofhairtoconcretedecreased33%
thecondensationafter40days.This
ratedeclinedforNHRCwas90.5%
for0.8weightpercenthairfibers
andmeanlengthof60mm.
Naveen Kumar,
Komer shetty
Goutami, Jinna
Aditya, Kuppala
Kavya, V.Raja
Mahendar, Dr.
R.C.Reddy and
Shweta kaushik
An Experimental
Study on
Mechanical
Properties of
Human HairFibre
Reinforced
Concrete (M-40
Grade)
Human Hair ,
Cement, Sand,
Agggregate,
25th Aug. 2015Thepercentageofhumanhairfibre
isvaryingfrom1%to3%withan
increaseof0.5%ineachiteration.
Andthetestswereconductedfor
differentcuringperiods,i.e.7,14
and28days(ultimate)tostudythe
impactofcuringperiodsonthetest
samples.

8. AUTHOR TITLE OF
PAPERS
STUDY
MATERIAL
YEAR OF
PUBLISHED
CONCLUSION
S. Manivel , S.
Nisanth Kumar , S.
Prakash chandar,S.
Anil Kumar
Experimental
Study on
human hair
fibre reinforced
concrete with
partial
replacement of
cement by
GGBFS
Human Hair ,
Cement,
Sand,
Agggregate,
glassy
granulates
4th April 2017ForthereplacementofGGBFSby20%,
thecompressivestrengthandsplittensile
strengthgotescalatedby8.22%and
17.85%respectively.
S.Aishwarya , John
Sathiya Raj , Nidhe
Narayan
Experimental
Investigation
of Hair Fibre
Concrete as an
Alternate Low
Cost Building
Material
Human Hair ,
Cement,
Sand,
Agggregate,
3rd may 2017ItwasfoundthatM20gradeconcrete
with2%humanhairfibershowsan
increaseincompressivestrengthof
8.69%and8.27%atcuringperiodsof
7daysand28daysrespectivelywhen
comparedwiththeplaincementconcrete.

9. AUTHOR TITLE OF
PAPERS
STUDY
MATERIAL
YEAR OF
PUBLISHED
CONCLUSION
Mridula Dwivedi
, Dr. R.K. Dixit
Study on
Concrete
Reinforced With
Human Hair as
Fibre
Human Hair ,
Cement, Sand,
Agggregate,
10, October
2017
Incomparativeanalysiswefoundthatin
everyresearchworktheyfoundsome
increaseincompressivestrengthand
flexuralstrengthbothitprovesthathuman
hairshavepositiveeffectsonconstruction
works.
Kumar Shant
verayya and Sug
unashree SM
Performance of
hair reinforced
concrete
Human Hair ,
Cement, Sand,
Agggregate,
20. dec.2012Byincreasingthehaircontentinthe
concretetheworkabilityisdecreased.The
graphshowingtheyieldstressfordifferent
percentageofhaircontenti.e0%,0.5%,
1%,1.5%showsincreasingvalueofyield
stresswithincreaseinthepercentage
loadingofhair.Henceitcouldbededuced
thattheworkabilitydecreasesaswe
increasethehaircontent.

10. WORK DONE
Testing Of Material Used In Concrete
Field Test:
Cement
Lab Test:
Seive Analysis
Consistency Test
Intial and Final setting time Test By Vicat Appratuas
Compression Test
Workability Test

11. MIXING
Mixingisdoneaccordingtothegradeofconcrete.
InthisprojectweusedM20gradeofconcrete.
Innormalblockweused1:1.5:3ratio.
Inblocksweusedthesameratiobytheweightofcementof(HAIRFIBER)invariouspercentagesas
0%,1%,2%byweightofcement.
Thematerialaremixedaddwaterisaddedinrequiredamounttoprepareconcretepaste.
Thewatercementratiois0.50

12. MOULDING
Inmouldingthefirststepistoapplicationofoiltothesurfacesofmold.
Innextstepthemoldisfilledwiththepreparedconcretepaste.
Whilefillingitistamperedinthreelayerswithtampingrod.
Blocksareallowedtorestforthesettingpurpose.

13. CURING
Afterthesettingofblockthemoldisopenedandtheblockareallowedforcuring
Curingistheprocessinwhichtheblocksareenteredinwaterforaparticulartime.
Inthisexperimentblockareallowedforcuringfor7days,14days,and28days.
Aftercuring,blockisdriedandallowedfortestinglab.

14. TESTING
0% HAIR FIBER (M20 GRADE) PLAIN CEMENT CONCRETE
CEMENT -5150 gm
SAND -7725gm
AGGREGATE-15450gm
W/C -0.5
Size of cube -150×150×150mm

15. TEST RESULT

16. TESTING
1% HAIR FIBER (M20 GRADE) BY WEIGHT OF CEMENT IN CONCRETE
CEMENT -5150 gm
SAND -7725gm
AGGREGATE-15450gm
HAIR –51.5gm
W/C -0.5
Size of cube -150×150×150mm

17. TEST RESULT

18. TESTING
2% HAIR FIBER (M20 GRADE) BY WEIGHT OF CEMENT IN CONCRETE
CEMENT -5150 gm
SAND -7725gm
AGGREGATE-15450gm
HAIR –103gm
W/C -0.5
Size of cube -150×150×150mm

19. TEST RESULT

20. •Average result on 7 day testing with different % of hair
%HAIR 7 DAYS STRENGTH(N/mm2)
0% 13.4
1% 16.4
2% 15.5
HAIR % BY WEIGHT OF CEMENT

21. TEST RESULT

22. •Average result on 14 day testing with different % of hair
%HAIR 7 DAYS STRENGTH(N/mm2)
0% 18.5
1% 22.9
2% 21.77
HAIR % BY WEIGHT OF CEMENT

23. TEST RESULT

24. •Average result on 28 day testing with different % of hair
%HAIR 28 DAYS STRENGTH(N/mm2)
0% 20.6
1% 25.4
2% 24.4
HAIR % BY WEIGHT OF CEMENT

25. TEST RESULT

26. WORKABILITY
•The workability of concrete is carried out by slump cone test. The results are briefly tabulated and are
shown in below:-Slump Value for different hair content
Hair % Slumpvalue(cm)
0% 8
1% 1
2% NO SLUMP

27. TEST RESULT

28. CONCLUSION
Onthebasisofexperimentalresultinlaboratoryitisconcludedthatat1%ofhairbyweightofcement
whenaddedinconcretethenthereisanpercentageincrementof23.3%incubicalcompressivestrength
at1:1.5:3ratiowith0.5W/cratio.
At2%ofhairbyweightofcementthereisdecrementof4%incubicalcompressivestrengthat1:1.5:3
mixratiowith0.5W/Cratioascomparedto1%ofhairinconcrete.
Asat1%and2%hairadditionsbyweightofcementinM20gradeconcretethecompressivestrengthis
morethanthatofplaincementconcretei.e.(0%)hairfiber.
Workabilityparametersintermsofslumpvalueisrecordedhighesti.e8cmwithnohairsandwith1%
ofhair,theslumpvaluedecreasesto1cm.

29. CONCLUSION
Thisdecreaseinworkabilityisduetolesswateravailableashairrequireswatertocoatitssurface
whichultimatelylowersdownduetolackoffreeavailablewaterwhichcanimpartworkability.
Itcanbeconcludedthathairfibergiveidealchoiceoffibersinconcreteifitisusedincorrect
proportionandmanner.
Humanhairfiberhasotheradvantageslikeitiscompletelybiodegradablerenewableandeasily
availableatnegligiblecost.

30. Reference
AjnaManafAdarshMVAlphyJomichanGeorgeMVarghese,HumanHairFibreReinforced
Concrete,InternationalJournalofEngineeringResearch&Technology(IJERT),ISSN:2278-0181,
Vol.6Issue03,March-2017.
Sreevani1,Smt.B.Ajitha,HumanHairasFibreReinforcementinConcrete,InternationalJournalof
EngineeringScienceandComputing,Volume7IssueNo.5May2017.
JainD.andKothariA.2012.HairFibreReinforcedConcrete.ResearchJournalofRecentSciences
Vol.1(ISC-2011),128-133.
NilaV.M,RaijanK.J,SusmithaAntony,RiyaBabuM,NeenaRoseDavis,“HairFibreReinforced
Concrete”InternationalJournalofResearchinAdventTechnology(E-ISSN:2321-9637)Special
Issue,InternationalConferenceonTechnologicalAdvancementsinStructuresandConstruction,
“TASC-15”,10-11June2015,pp.60-67.

31. Tomas,U.andGanironJr.:EffectofhumanhairadditivesincompressivestrengthofasphaltCement
mixture.IranicaJournalofEnergy&Environment4(1)SpecialIssueonNanotechnology:68-72,2013
YadollahBatebi,AlirezaMirzagoltabar,SeyedMostafaShabanianandSaraFateri:Experimental
investigationofshrinkageofnanohairfibrereinforcedconcrete.MiddleEastJournalofScientific
Research,18(12):1738-1744,2013
NaveenKumar1,KomershettyGoutami1,JinnaAditya1,KuppalaKavya1,V.RajaMahendar1,Dr.
R.C.ReddyandShwetakaushikinAnExperimentalStudyonMechanicalPropertiesofHumanHairFibre
ReinforcedConcrete(M-40Grade),IOSRJournalofMechanicalandCivilEngineering(IOSR-JMCE),
Volume12,Issue4Ver.VI(Jul.-Aug.2015),e-ISSN:2278-1684.
Manivel,S.NisanthKumar,S.Prakashchandar,S.AnilKumarinexperimentalstudyonhumanhairfiber
reinforcedconcretewithpartialreplacementofcementbyGGBFS,InternationalJournalofCivil
EngineeringandTechnology(IJCIET),Volume8,Issue4,April2017,pp.1145–1155,ArticleID:
IJCIET_08_04_128.

32. Aishwarya,JohnSathiyaRaj,NidheNarayaninExperimentalInvestigationofHairFibreConcreteasan
AlternateLowCostBuildingMaterial,InternationalJournalofEngineeringTechnology,Managementand
AppliedSciences,May2017,Volume5,Issue5,ISSN2349-4476.
MridulaDwivedi,Dr.R.K.Dixit,StudyonConcreteReinforcedWithHumanHairasFibre,International
JournalofInnovativeResearchinScience,EngineeringandTechnology,Vol.6,Issue10,October2017,
ISSN(Online):2319-8753.
KumarShantverayyaandSugunashreeSM,Performanceofhairreinforcedconcrete,InternationalJournalof
AppliedResearch2017;3(1):582-586,ISSNOnline:2394-5869