International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN: 2395-0072
![]()
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN: 2395-0072
2
1 M.Tech in Structural Engineering, Narula Institute of Technology, Agarpara, Kolkata-700109 2 Prof. of Narula Institute of Technology, Agarpara, Kolkata-700109 ***
Abstract - High Strength Concrete (UHSC) is the latest amazing development in Portland cement based materials base. By eliminating coarse materials, improving powder packing density through a specific particle size distribution, and applying water hardening up to 90°C when 2-5% of the fibers .This material (sludge with particle size distribution) called UHSC because it acts at microstructural level such as reinforced concrete. UHSC mix ratios were developed using local materials to make UHSC more affordable for a variety of applications. Using local materials to manufacture this innovative material reduces material costs, improves sustainability and provides mechanical performance similar to pre-packaged commercial products.
Key Words: UHPC, HSC, REINFORCED FIBRE CONCRETEUltra-High Strength Concrete was built and changed the world of construction. This project attempted to investigate the propertiesandfeaturesoftheUHSCorUHPCanditsvariants,anddemonstratesthemixedstructureoftheUHSCandits functionality today. The literature review explained how the UHSC behaves in terms of mechanical properties such as compressivestrength,ductility,weatherresistance,andvoids.
Inaddition,itisshowingthetypesofUHSCwiththeirpropertiesandmixdesign,andexplainedthechallengesthatfacethe constructionandusagethistypeofconcretewhicharethecost,experience,lakeofresearchesandspecificationformixdesign. Andthereforeaeconomicalbasisforproductionofconcretewithveryhighdensityandstrengthwasestablishedandarapid developmentofHSCtookplace.
Nowdays,theUHSCseemstobeapromisingassetforpre-existingandpre-existingconcretemembers.Thesematerialscan thereforebeusedforindustrialandnuclearwastestoragefacilities.Thesilicafumeusedinthistechnologyhasthreemain functions;fillinginthegapsbetweentheparticlesofthenextlargeclass(cement),thedevelopmentofrheologicalfeaturesby thecoatingeffectcausedbythecompleterotationofthebasicparticles,theproductionofsecondaryhydratesbypozzolanic reactionandthelimeresultingfromthebasicflow.Quartzpowderaidsinitseffectivenessduringheattreatment.
Srinivas Allena and Craig M. Newtson(2018)Thispaperintroducesthedevelopmentofhighstrengthconcrete(UHSC)usinglocalmaterials.UHSCintegrationstandards developedusinglocalmaterialsinUHSCcanbemademoreaffordableforawidevarietyofapplications.Specifically,localsand withamaximumsizeof0.0236in.(600μm),whichcontainslocalI/IIcementandsilicasmokewasusedinthisstudy.Eachof these visual optionslookslike animprovement in UHSCsustainability. Twocompounds(one fiberand one non-fiber)are recommendedasUHSCblends.Themaximumcompressionstrengthobtainedinthisstudywas24,010psi(165.6MPa)forUHSC withsteelcordsand23,480psi(161.9MPa)forUHSCwithoutstrings.ThepressureandflexibilityarederivedfromtheUHSC componentsmadeforthisfunctioncomparedtotheUHSCcapabilitiespresentedintheliterature.Manufacturingthisnew material with local materials reduces its material cost, improves stability, and produces machine performance similar to productsalreadypackaged,availableforsale.
This paper presents the results of experimental work on short- and long-term mechanical properties of high-strength concrete containing different levels of silica fume. The aim of the study was to investigate the effects of binder systems containingdifferentlevelsofsilicafumeonfreshandmechanicalpropertiesofconcrete.Theworkfocusedonconcretemixes havingafixedwater/binderratioof0.35andaconstanttotalbindercontentof500kg/m3.Thepercentagesofsilicafumethat replacedcementinthisresearchwere:0%,6%,10%and15%.Apartfrommeasuringtheworkabilityoffreshconcrete,the mechanicalpropertiesevaluatedwere:developmentofcompressivestrength;secantmodulusofelasticity;strainduetocreep, shrinkage,swellingandmoisturemovement.
e-ISSN: 2395-0056
Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN: 2395-0072
Rising use of natural resources has turned into a major international problem with serious environmental, social and financialconsequences.Theuseofseparatematerialsinconcreteisstillverylimitedinlow-strengthconcreteproductssuchas basic roadstudies and 80%of the fly ashproducedandslags endup inlow-costuse.In the present report,industrial use. productsfromcon-creteproductionareaboutcompositecompositesandcompositecompositions.High-calciumflyash(HCFA) orladlefurnaceslag(LFslag)areusedasotherbondsandarcfurnace(EAFslag)asotherscombinations.producingconcrete withahighvolumeofindustrialproducts,replacingcement(HCFAorLFslag)withtheuseofEAFslagasabase.
Na-Hyun Yi , Jang-Ho Jay Kim, Tong-Seok Han, Yun-Gu Cho, Jang Hwa Lee (2012)Recentadvancesinnanotechnologyresearchhavebeenusedtoimprovedurability,servabilservice,andhigh-performance concretesafety(UHPC).Inaddition,theimprovementofconcretestrengthhasallowedforastableandheavybuildingsize, greatlyreduced,resultinginlowercostsandanimprovedaestheticvalue.AmongthemanyUHPCscurrentlyavailableonthe market,theyrepresentthehigheststrengthconcrete(UHSC)andactivepowderconcrete(RPC).EventhoughtheUHSCandRPC havepressuresabove100MPa,yoursafetyisatriskduetohighfailurebehaviorandcostlyperformance.Explosivestrengthin theUHSCandRPCweretestedtodeterminethefeasibilityofusingtheUHSCandRPCinsecretareasthatareatriskofterrorist attacks or the effects of attacks. Deterioration flow, compressive strength, strong power separation, elastic modulus, and flexibilitystrengthtestswereperformed.Additionally,ANFOexplosiontestswereperformedonUHSCandRPCcertifiedpanels Occurred and demonstrated .Presses, as well as massive displacement and residual and rebar types and concrete scales. Explosivesdamageandmethodsoffailureofreinforcedpaneltemplateswererecorded.OurresultshaveshownthatUHSCand RPCaremoreresistanttoexplosionthanconventionalpowercement.Theresultsofthestudyarediscussedindetail.
DokuzEylul University, Buca 35160, I˙zmir, Turkey(2007)
Inthisstudy,refinedflyash(FA),pulverizedblastfurnaceslag(PS)andsilicafume(SF)wereanalyzedbytheadditionof PortlandCement(PC).ThePCwasreplacedbytheFAorPSbyspecifiedstandards.Basaltandquartzpowderhavebeenusedas compoundsinmixtures.Threedifferenthealingmethods(standard,autoclaveandsteamcuring)havebeenappliedto the specimens.Thisisadepressingforce.Mixturesareover170MPa.Itseemsthatthesecompoundscanbeusedfortheproduction ofactiveconcrete(RPC)andothermodifications.
S. Abbas1), M. L. Nehdi2),*, and M. A. Saleem1)(2016)
A review of the literature reveals that the rapeutic regimens and dosage of fiber are key factors in controlling illness mechanicalanddurableequipmentoftheUHPC.Currently,UHPCapplicationsinconstructionareverylimitedduetoithigh initialcosts,lackofcontractorexperienceandlackofwidelyaccepteddesignconditions.However,shesupportedhimresearch progressinproducingUHPCusinglocallyavailablematerialsundernormalmedicalconditionsshouldreduceitsassetscosts. ThecurrentchallengesregardingtheimplementationofUHPCincompletebuildingsarehighlighted.Thisstudyistryingtohelp engineers,consultants,contractorsandotherconstructionindustrystakeholderstobetterunderstandtheuniquefeaturesand UHPCskills,whichshouldseparatethissolidandsustainableconstructionmaterial.
Amin K. Akhnoukh *, Chelsea Buckhalter (2021)Ultra-high-performanceconcrete(UHPC)isanewclassofconcretebuiltinFrancein1990swithhighfeaturesincludinghigh performance,highpressurestrength,increasedductility,andhighresistancetoenvironmentalattacks.UHPCiswidelyusedin domesticandinternationalconstructionmarketsintheconstructionofhigh-rise,durablebuildingsfront/fixedbridges,marine applications, aviation, and defense due its excellent mechanical properties, and good long-term performance. This study highlightsthefindingsofthelatestresearchonUHPChybridprojects,newandsolidconcretestructures,aswellascurrent applicationsofUHPCintheconstructionindustryincludingcertainbridgeapplications.ApartfromthebenefitsofUHPC,many obstaclesexistexistingonesthataredelayingtheexpansionofUHPCapplicationintheconstructionindustryincludinglackof designcodesandspecificationofUHPCperformancemeasurement,specialneedbrushing,blending,andhealing.Thisstudy assists different construction participants in understanding different aspects,benefits, and barriers to increasing UHPC applications.AnalysisofUHPCwillhelpexpanditsglobalmarketshareinglobalconstructionmarkets.
UltraHigh-strengthconcrete(UHSC)offersthebeststructuralengineeringstructures,suchashighpressureandstrong strength, high durability, better durability, compared to standard conventional strength concrete (NSC). The significant increaseinproprietaryUHSCcompositesisduetotheintegrationofrandomsteelfiberswithhighstrength,asmallpercentage
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN: 2395-0072
ofsilicatoincreasethebindercontentandmixthecompressivestrength,aswellastheuseofarelativelyhighvolumeofhigh density.waterreducerstomaintaintheflowingandpassingpowerofthemixtureatalowrateofwatertothebinder.Nonproprietaryblendsarebeingdevelopedwithacomparativelycompellingforceforafractionofthecombinedcostofownership. Reducedcostofgoodsfornon-proprietarymixturesaremainlyduetotheeliminationofhigh-strengthsteelfibersandtheuse ofeconomicallyexpandedcementmaterials.Effectivenon-patentmixturesarematchedwithUHPCpatents.However,nonownershipcombinesstrongstrength,fracturemodulus,andmodulusofelasticitycomparabletohybridpropertiesduetothe absenceofsteelfibers,andthelackofstrengthaftercrackingformedbyhigh-qualityfibers.So,theextrapartreinforcementis requiredwhenusingnon-proprietarymixturesincludingprestressfibersandprecastshearreinforcement/prestressbridges. Despitetheircost,UHSCblendsarecurrentlybeingusedforconstructionapplicationsthatincludehigh-risebuildings,long spanconstructionbridgesbridges,defense,aviation,andmaritimeuseduetoUHSCcombineshighdurabilitywithreduced maintenancerequiredduringtheprojectlifeperiod.
1. MatteV,MoranvilleM.Durabilityofreactivepowdercomposites:influenceofsilicafumeontheleachingpropertiesof verylowwater/binderpastes.CementandConcreteComposites1999;21:1–9.
2. RichardP,CheyrezM.Compositionofreactivepowderconcretes.CementandConcreteResearch1995;25(7):1501–11.
3. Long G, Wang X, Xie Y. Very high-performance concrete with ultrafine powders. Cement and Concrete Research 2002;32:601–5.
4. AitcinPC.Thedurabilitycharacteristicsofhighperformanceconcrete:areview.CementandConcreteComposites 2003;25:409–20
5. Kro¨nlo¨fA.Effectofveryfineaggregateonconcretestrength.MaterialsandStructures1994;27:185–94.
6. NevilleAM.Propertiesofconcrete.NewYork:Longman;1995.
7. AldeaCM,YoungF,WangK,ShahSP.Effectsofcuringconditionsonpropertiesofconcreteusingslagreplacement. CementConcreteResearch2000;30:465–72.
8. ShiC,HuS.Cementitiouspropertiesofladleslagfinesunderautoclavecuringconditions.CementConcreteResearch 2003;33:1851–6.[9]MindessS,YoungJF,DarwinD.Concrete.NewJersey:Pearsoneducation;2002.
9. TalebinejadI,BassamSA,IranmaneshA,ShekarchizadehM.Optimizingmixproportionsofnormalweightreactive powderconcretewithstrengthsof200–350MPa,ultrahighperformanceconcrete(UHPC).Internationalsymposium onultrahighperformanceconcrete;September13–15,2004.p.133–41.
10. KorpaA,TrettinR.TheuseofsyntheticcolloidalsilicadispersionsformakingHPCandUHPCsystems,preliminary comparisonresultsbetweencolloidalsilicadispersionsandsilicafumes(SF),ultrahighperformanceconcrete(UHPC). Internationalsymposiumonultrahighperformanceconcrete;September13–15,2004.p.155–64.
11. MaJ,OrgassM,DehnF,SchmidtD,TueNV.Comparativeinvestigationsonultra-highperformanceconcretewithand without coarse aggregates. Ultra high performance concrete (UHPC). International symposium on ultra high performanceconcrete;September13–15,2004.p.205–12.
12. Rougeau P, Borys B. Ultra high performance concrete with ultrafine particles other than silica fume, ultra high performanceconcrete(UHPC).Internationalsymposiumonultrahighperformanceconcrete;September13–15,2004. p.213–25.
13. JoossM,ReinhardtHW.Permeabilityanddiffusivityofconcreteasfunctionoftemperature.CementandConcrete Research2002;32:1497–504.
14. MaederU,GambosIL,ChaignonJ,LombardJP.Ceracem,anewhighperformanceconcrete:characterisationsand applications,ultrahighperformanceconcrete(UHPC).Internationalsymposiumonultrahighperformanceconcrete; September13–15,2004.p.59–68.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN: 2395-0072
15. FehlingE,BunjeK,LeutbecherT.Designrelevantpropertiesofhardenedultrahighperformanceconcrete,ultrahigh performanceconcrete(UHPC).Internationalsymposiumonultrahighperformanceconcrete;September13–15,2004. p.327–38.
16. DrollK.Influenceofadditionsonultrahighperformanceconcretes grainsizeoptimization,ultrahighperformance concrete(UHPC).Internationalsymposiumonultrahighperformanceconcrete;September13–15,2004.p.285–301.
17. TeichmannT,SchmidtM.Influenceofthepackingdensityoffineparticlesonstructure,strengthanddurabilityof UHPC, ultra high performance concrete (UHPC). International symposium on ultra high performance concrete; September13–15,2004.p.313–23.
18. BayardO,PleO.Fracturemechanicsofreactivepowderconcrete:materialmodelingandexperimentalinvestigations. EngineeringFractureMechanics2003;70:839–51
19. BentzDP,HaeckerCJ.Anargumentforusingcoarsecementsinhigh-performanceconcretes.CementandConcrete Research1999;29:615–8.
20. BonneauO,VernetC,MoranvilleM,AitcinPC.Characterizationofthegranularpackingandpercolationthresholdof reactivepowderconcrete.CementandConcreteResearch2000;30:1861–7.
21. FeylessoufiA,TenoudjiCF,MorinV,RichardP.Earlyagesshrinkagemechanismsofultra-high-performancecementbasedmaterials.CementandConcreteComposites2001;31:1573–9.
22. MorinV,TenoudjiFC,FeylessoufiA,RichardP.Evolutionofthecapillarynetworkinareactivepowderconcreteduring hydrationprocess.CementandConcreteResearch2002;32:1907–14.
23. Gu¨vensoy G, Bayramov F, I˙lki A, S-engu¨l C, Tas-demir MA, Kocatu¨rk AN, et al. Mechanical behavior of high performancesteelfiberreinforcedcementitiouscompositesundercyclicloadingcondition,ultrahighperformance concrete(UHPC).Internationalsymposiumonultrahighperformanceconcrete;September13–15,2004.p.649–60.
ARTICLEINPRESS2088H.Yazıcı/BuildingandEnvironment42(2007)2083–2089
24. KhouryGA.Compressivestrengthofconcreteathightemperatures:areassessment.MagazineofConcreteResearch 1992;44(161):291–309.
25. GlasserFP,Hong SY. Thermal treatmentofC–S–Hgel at 1 barH2O pressureup to 2001C.Cement and Concrete Research2003;33:271–9.
26. YangQ,ZhangS,HuangS,HeY.Effectofgroundquartzsandonpropertiesofhigh-strengthconcreteinthesteamautoclavedcuring.CementandConcreteResearch2000;30:1993–8.
27. ToutanjiAH,BayasiZ.Effectofcuringproceduresonpropertiesofsilicafumeconcrete.CementandConcreteResearch 1999;29:497–501.
28. “Effectoftransienthightemperatureonhighstrengthconcrete”Castillo,Carlos,M.SRise Univercity1987
29. “Determinationofthedividingstrengthanditsrelationtotheconcretestrengthinlightweightaggregateconcrete”H.J. Chen”,T.Yen,T.P.Lia,Y.L.HuanReceived4September1997;accepted27July1998
30. “Effect of temperature on thermal properties of high-strength concrete” Kodur, V.K.R.; Sultan, M.A NRCC-44002, March/April2003
31. “EffectofFlyAshontheDurabilityPropertiesofHighStrengthConcrete”P.Nath,P.Sarker2011PublishedbyElsevier Ltd.
32. “Useofrecycledconcreteaggregateinhigh-strengthconcrete”M.C.Limbachiya,T.LeelawatandR.K.DhirPaper received:February25,2000;Paperaccepted:April17,2000
33. “High-StrengthConcreteatHighTemperature−AnOverview”LongT.Phan
2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal |
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
34. “Production of high-strength concrete using high volume of industrial by-product” I.Papayianni, E. Anastasiou Received2August2009Receivedinrevisedform12January2010Accepted15January2010
35. “STRESS-STRAINMODELFORCONFINEDHIGH-STRENGTHCONCRETE“ByDanielCusson)andPatrickPaultre,2 Member,ASCE
36. “Effectofsilicafumeonmechanicalpropertiesofhigh-strengthconcrete”M.Mazlooma,*,A.A.Ramezanianpourb,J.J. Brooksc2003ElsevierLtd.Allrightsreserved
Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page1560