THE STRUCTURAL POTENTIAL OF BAMBOO: A STUDY OF THE COMPRESSIVE AND TENSILE STRENGTH OF BAMBUSA TULDA

Page 1

InternationalJournalofCivilEngineering (IJCE)

ISSN(P):2278–9987;ISSN(E):2278–9995

Vol.11,Issue2,Jul–Dec2022;1–14

©IASET

THESTRUCTURALPOTENTIALOFBAMBOO:ASTUDYOFTHE COMPRESSIVEANDTENSILESTRENGTHOFBAMBUSATULDASPECIES

ABSTRACT

Theincreasingconsumptionofsteelandtimberasmajorstructuralconstructionmaterialshasledtoadverseenvironmental consequencesworldover.Processingofsteelproductsisknowntobeassociatedwithemissionofcertaingasesthatdegrade theenvironmentandcontinueduseofsteelwillcertainlyleadtodepletionoftheexistingrawmaterialsforthemanufactureof steel.Harvestingoftreesforthemanufactureoftimberproductsappliedinconstructionhascontributedtowanton destructionofourforestsatunprecedentedrate.Theforegoingsuggestsinvestigationsofalternativestructuralconstruction materialsthatareenvironmentallysustainable.Thisstudythereforefocusedonmakinganenquiryonthecompressiveand tensilestrengthofBambusatuldabamboowhichisarenewablefast-growingwoodplant.Specimensforcompressiveand tensilestrengthtestswerepreparedandsubjectedtolaboratoryteststhroughuseofINSTON300DXUniversalhydraulic TestingMachine.Thefindingsofthestudyshowedtheaveragecompressivestrengthachievedwas40.0N/mm2whichwas reasonablecomparedwiththosefromtheconventionalstructuralconstructionmaterialsandthereforeappropriateforuseas compressivestructuralmaterials.Ontheotherhand,theaveragetensilestrengthobtainedfromtheexperimentwas58.9 N/mm2whichismarginallylowimplyingbamboocannotbeappliedasatensilematerialinstructuressubjectedtoheavy loadingbutminorstructuralelementssuchaslintelsandworktopsaswellaslowrisestructures.

KEYWORDS:BambusaTuldaBamboo,CompressiveStrength,Structural,TensileStrength

ArticleHistory

Received:23Aug2022|Revised:26Aug2022|Accepted:03Sep2022

INTRODUCTION

WiththebigfouragendacraftedbytheKenyanGovernmentcoupledwiththehighdemandofsustainableconstruction materialsforthefast-growingKenyanconstructionindustry,findingasolutiontothisproblemwillmakeitpossibleto facilitateaffordableconstructionmaterialsandtechnology.Bambooasanalternativeconstructionmaterialishoweveracheaper sustainablefast-growingplantcomparedtotimberandsteel;andcouldbeappliedasareplacementoftimberorsteel(RepublicofKenya, 2019;SwapnilandSmita,2017;ChineseBambooResearchCouncil,2009;Kibwage,2010andBethany,2010)

Thestudythereforeevaluatedthestructuralpotentialofbambooasasustainableconstructionmaterial.Theresearchpaper consistsoftheabstract,theoryonbambooasasustainableconstructionmaterial,experimentalmethodologicalapproachthatwasadopted aswellasresultsanddiscussionsection.Itfinallyconcludesonthekeyfindingsofthestudy.Listingofthereferencesandappendices appearattheendofthepaper.

www.iaset.us editor@iaset.us
LeadExpert(NEMA),COD-CivilEngineering&ConstructionManagement,JaramogiOgingaOdinga,Universityof Science&Technology,Kenya

THEORYONBAMBOOASASUTAINABLECONSTRUCTIONMATERIAL

Theuniquepropertiesofbamboo,coupledwithitscosteffectivenesshaspromptedanumberofresearchinitiatesonhowit couldbeappliedasareinforcementmaterialinconstruction.Ghavami(2005)believesthatbamboocouldsatisfactorily substitutesteelasareinforcementmaterialandconsequentlyfranticeffortsshouldbemadebyresearcherstoestablishits potentialstrengthinstructuraldesign.Thisiscoupledwiththefactthereisneedtoensurethesustainabilityofthefuture generationthroughexploitationofsustainablematerialsinconstructionforwhichbambooisamongthem.IndeedVyas (2020),Hebel(2015),Kibwage(2008)and;BalaguruandShah(1985)emphasizethepotentialofbambooasrenewable resourcethatinfactcouldbeutilizedasareinforcementmaterialintheconstructionofruralstructures.Kenyashouldnot beleftbehindinthismatter.IRIN(2010)suggeststhatbamboohasthepotentialofprovidingaffordablehousingfor60% ofKenyanswholiveinslumsandothersquattersettlementsundersqualidconditions.

Thisargumenthasopeneddoorsforsustainedresearchinthisareatobetterunderstandwhetherbamboocouldbe acheaperenvironmentallysustainablereplacementofsteelinconstruction.Gichohi(2014),Bethany(2010)andKibwage (2010)agreewiththisthoughtbyexpressingthatahouseconstructedwithbamboocouldlastforapproximately50years whiletheenergyconsumedtoproducebambooaboutis1/2forwood,1/8thatforconcreteand1/5thatforsteel.

AccordingtoSwapnilandSmita(2017)bambooreinforcementisthreetimescheaperthansteelandinadditionitisa versatilematerialwithahighstrength-to-weightmakingitappropriateforapplicableinaffordablehousingandin particularinstructuresofnomorethanonesuspendedfloorwhileKarthik,RaoandAwoyera(2017),Kibwage(2010), ChineseBambooResearchCouncil(2009)andSteinfied(2001)indicatethatbamboohasstrongmechanics,good adaptabilityandeasilyprocessedtraitsthatgivesitawiderangeofarchitecturalandindustrialapplications.Somestudies haveexploredwaysofusingbambooreinforcedconcretebeamswhicharesimpleandstructurallyeffectiveaswellascost effective.Abdullah(1983)inhisstudyconcludesthatthestrengthofbambooanditsrelativecosteffectivenesscouldbe exploitedtofacilitatelow-costhousinginitiativesinthethirdworldnationsriddledwithhousingdilemmaforthepoor (Abdullah,1983).AstudybyAdomandAfrifa(2011),inanefforttoestablishacost-effectivesolutionforreinforcedbeam constructionforapplicationinaffordableconstructioninRuralGhanarevealedthatthetensilestrengthofbambooreaches upto370N/mm2.Khare(2005)reinforcesthisargumentbyexpressingthatbambooreinforcementenhancestheload carryingcapacitybyabout250%ascomparedtotheinitialcrackloadinun-reinforcedconcretebeam.AccordingtoGlen (1950)loadcapacityofbambooreinforcedconcretebeamincreaseswithincreasingpercentagesofbambooreinforcement uptoanoptimumvalue.Ontheotherhand,axialtensileyoungmodulusvariesfrom5–25Gpaandaxialtensilestrength variesfromabout100

800Mpaforspecimenstakenfrominnerandouterculmrespectively(Shaoetal,2010).The implicationofthesefindingsisthatbamboocouldthereforebeappliedasanalternativereinforcementmaterialin affordableconstructionasareplacementofsteelwhichiscomparativelyexpensive.Thephysicalandmechanical propertiesthatmakesitfavourableinawiderangeofapplicationshowevervarywithrespecttodiameter,length,age, type/species,positionalongculmandmoisturecontent(Lo,CuiandLeung,2004)Theforegoingargumentsindicatethat theuseofbambootoprovidetensioninstructuraldesignisthereforenotindoubt.

Inadditiontotensilestrength,somestudieshavealsobeendirectedtobendingandcompressivestresses.Espiloy (1987)establishedanincreaseincompressiveandbendingstrengthstowardsthetopportionoftheculmasfibrovascular bundlefrequencyanddimensionofthefibrevesselincreases.Thisfindingisexplainedbysignificantincreaseinrelative densityandfibrovasculardensity.ComparedtoconventionalspeciescommoninNorthAmerica,alongaxialdirection,

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Mosobambooissubstantiallystiffaswellasstrongerinbothflexuralandcompressivestrengths(DixonandGibson, 2014)FurtherfindingsinthisstudyrevealedthataxialpropertiesofMosobambooincreaselinearlywithdensitywhereas thetransversecompressivestrengthindicatedminorvariation.Again,bambooasacompressionmemberhasgood elasticityintensegritystructures(Jagadesh,2014).AccordingtoLee,BaiandPeralta(1994);Lo,CuiandLeung(2004); andChungandYu(2002)thecompressiveandflexuralpropertiesofbambooalongthegrainincreaseswiththeheightof theculmanddecreasingmoisturecontent.Moisturecontentandheightofthebambooculmthereforeinfluencesits strength.Acomparisonofbiggertubestoslimmeronesshowsslimmeroneshaveahighercompressivestrength (Jagadesh,2014).Itcantherebeconcludedthatpastresearchhasconsequentlyrevealedthepotentialapplicationof bambootowithrespecttocompressiveforcesinstructuraldesign.

Despiteanumberofpreviousresearchesconfirmingtheapplicabilityofbamboointensionandcompressionin construction,ithassomelimitation.Oneofthekeyconstraintsisassociatedwithitsstructurallimitationforapplicationin widespansandhigh-riseconstructions.Previousresearchindicatesstiffnessandweightrequirementsaspossiblelimiting factorsinthestructuraldesignanduseofbambooespeciallytheMosospecies(DixonandGibson,2014).Inaddition,its lowbreakingforceandelasticitymodulusmakesitnotappropriateforuseasmainstructuralmembersbutcouldbeapplied forotherstructuralworksthatarenotsubjectedtoheavyloadingandinparticularlow-risestructures(Ogunbiyietal, 2015;SouthEastAsianCommunityAccessProgramme,2008;Adewuyi,OtukoyaandOlaniyi,2015and;Ketter,Nyomboi andAbuodha,2014).Theotherkeydrawbacksinapplyingbambooasareinforcementmaterialinconcretecomponents includebondingconstraintswithconcreteandhigh-waterabsorptioncapability(Mumero,2020;SouthEastAsian CommunityAccessProgramme,2008;Constructor,2020andSteinfied,2001).Constructor(2020),Limbe(2013),Vyas (2020),Chu(2014),Gibson(2014)andGlen(1950)arguethatbamboohashighshrinkagerequiringpreservationandalso lessdurableifnottreatedforinsectandfungiattack.Researchershavehoweverestablishedbetterwaysofpreserving bambootolimititsshrinkage.Sonti(1990)inventedanASCUmethodofpreservingbamboothatiseffectivewhichneither reducesstructuralstrengthincompression/bendingnorfacilitatinglossofpreservativebetweenthesepta.Lastly,theother constraintisthelimitationofbambooasatensegritystructurefocusingonhowtotransferthestructuralforcesinwiresinto wholesectionofbamboobutthiscouldbeaddressedthroughpre-tensioningandwindingprocessthatinvolvesapplying additionalclipatthewireconnectionsanduseofplateswithmechanismtoattachrigiditywiththebamboowall (Widyowijatnoko,AditraandWiduri;2015).

Byandlargethesuitabilityofbambooasareinforcementmaterialoutweighsitslimitationsomeofwhichsuchas high-waterabsorption,susceptibilitytoinsect/fungalattacksanditslimitationasatensegritystructurecannowbe addressed,thankstorecentresearchfindingshighlightedabove.Thelowstructuralcapacityindeedconfinesitsapplication tostructureswhereloadingrequirementsarenotveryheavysuchaslow-risebuildingsandscaffolding.

Withthecostofconventionalreinforcementmaterialssuchsteelandtimberreachingunprecedentedlevelscoupled withtheiradverseenvironmentalimpacts,itcertainlymakessensetospecifybambooasanalternativestructuralmaterial sinceitisalsoenvironmentallysustainable.Fromtheabovesolicitedliteraturereviewthereisscantyresearchundertakento investigatestructuralsuitabilityofBambusatulda,aspeciesthatisprevalentinKenya.Thisstudytherefore,focusedonan enquiryintothesuitabilityofBambusatuldabambooasanalternativesustainablestructuralconstructionmaterial.

TheStructuralPotentialofBamboo:AStudyoftheCompressiveandTensileStrengthofBambusatuldaSpecie 15 www.iaset.us editor@iaset.us

RESEARCHMETHODOLOGY

BambusatuldaisoneofthedominantbamboospecieinKenyaandisprevalentinmostpartsofKenya.Aninvestigation ofitsstructuralstrengthcouldopenupavenuesforitseconomicalexploitationasastructuralmaterialinplaceofsteel whosecosthasrecentlybecomeunbearable.Inaddition,steelwhichisaheavilyconsumedconstructionmaterialhas provedtobeenvironmentallyun-sustainable.Inaddition,timberproductshaveequallybecomeexpensivewhilenatural forestshavebeenexploitedtothelevelthathasbecomeenvironmentallyun-sustainable.Theforegoingjustifiestheneedto researchonalternativestructuralconstructionmaterials.Thestudythereforeintendedtodeterminethecompressiveand tensilestrengthofBambusatuldatoestablishitsstructuraladequacyinconstruction.

Theresearchdesignwasexperimentalinvolvinglaboratorytestsofcompressiveandtensilestrengthsof adequatelydriedBambusatuldaspecimensobtainedfromaprivateplantationinthesuburbsofKisumuCityalongLake Victoria’sshores.Accordingly,descriptivestatisticalanalysiswasadopted.MatureBambusatuldawaspurposively selectedbytheauthortoensureculmsfreefromdefectswereselectedanddriedundercontrolledconditionstoamoisture contentofapproximately15%.Scientifically,toomuchmoistureinbamboounderminesitsstructuralstrengthwhiletoo muchdryingcausesthefibrestocrackandhenceweakensit.Thesampleswerehotdriedat103ocfor24hoursinanoven inlinewithmoisturecontrolprocedureadoptedbyAwalludinetal(2017).Thespecimenswerebothweighedpriorand afterdryingtoensuretheyhadacceptablemoisturecontent

Specimensforcompressivetestswereselectedfromtop,middleandlowerbamboostemwithanaveragediameter of43mmandheightof102mmandpreparedasshowninFigure1.

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Figure1:SpecimensforCompressiveTest. FivebambooculmswithoutnodeswereconsideredfortestingusingINSTRON300DXuniversalhydraulic testingmachineasshowninFigure2.

Specimensfortensilestrengthtestsweresplitfrombambooculmwallsintoaveragesizeof10mmwidthand 3mmthickness.Thelengthsofthespecimensaveraged100mm.Theadequatelydriedspecimenswerethenroughenedat theendstoensurefirmgripbythetestingmachine.ThespecimensweremountedonINSTRON300DXuniversal hydraulictester.AtensileloadwasapplieduniformlyuptofailureTheloadatfailurewasrecordedandusedtocalculate thetensilestrengthusingthisformula;

Where;

Ft=tensionstrength(N/mm2)

Fmax=maximumload(N)

A=Cross-sectionalarea(mm2)

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Figure2:SpecimenUndergoingCompressiveStrengthTest. Figure3showsthepreparedspecimensfortensilestrengthtesting. Figure3:SpecimensforTensileStrengthTest.

RESULTSANDDISCUSSIONS

Thissectionlaysoutresultsbasedoncompressiveandtensilestrengthreadingsobtainedfromlaboratorytestswherebythe specimensweremountedonINSTRON300DXuniversaltester.Theresultsweretabulatedandlaterdiscussedby comparingwithpreviousrelatedstudiesobtainedfromcriticalreviewofliteratureunderthesubjectofstudy.

CompressiveTestResults

AppendixIshowsgraphsthatindicatetherelationshipbetweenloadingandextensionwhenthefivespecimenswerebeing subjectedtocompression.Thegraphsindicatetheloading(compression)(N)versusthechangeinlength(mm),asthe specimensaresubjectedtoloadingThespecimensextendedunderincreasedloadinguptoacertainyieldorfailurepoint whenitcrumblesundercompression.Therequiredloadingbeforefailurewasdirectlyproportionaltothesizeofthe sample.ThecompressivetestresultsobtainedfromtestingthespecimensareshowninTable1whichalsocapturesthe specimens’dimensions.

Table1:Samples’DimensionsandCompressiveTestResults

FromtheresultsinTable1,itisnotedthatthereadingsobtainedfromtestscarriedonspecimen1onloadingat failureandcompressivestrengthvariedsignificantlyfromthoseobtainedfromtheother4specimensimplyingtheseare outliers.Thesignificantvariationcouldbeattributedtosomestructuraldefectsonspecimen1whichmightnothavebeen discoveredpriortotestingoralternativelyitcouldbeimproperpositioningofspecimen1onthetestermachineByand large,thereadingsonspecimens2to5showsomelevelofconsistency.Fromtheexperiment,theloadingsatfailureand

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FivespecimenswereconsideredfortensilestrengthtestasshowninFigure4. Figure4:SpecimenUndergoingTensileStrengthTest.
Sample No Diameter (m) Area (m²) Thickn ess(m) Length (m) Loadat Failure (KN) Extension atFailure Compressive Strength(N/mm²) 1 0.042 0.001385 0.009 0.110 37.853 4.2 27.322 2 0.045 0.00159 0.008 0.105 53.628 4.5 38.712 3 0.043 0.001385 0.009 0.105 54.528 3.8 34.288 4 0.042 0.001385 0.009 0.105 59.144 9.0 42.691 5 0.044 0.001452 0.010 0.104 64.271 6.4 44.252

compressivestrengthsvariedfrom53.6to64.3KNand34.3to44.3N/mm2respectivelyTheaverageloadingatfailurefor Bambusatuldabamboospecieswastherefore57.9KN.Ontheotherhand,theaveragecompressivestrengthforBambusa tuldabamboowas40N/mm2.Inaddition,asshowninAppendixI,astheloadingincreasedextensionalsoincreased proportionallyuntilfailureafterwhichtherewasnomoreextensionofthevariousspecimens.

Therangeofcompressivestrengthsofapproximately34.3to44.3N/mm2obtainedfromtestsisquitegoodandis withintherangeofcompressivestrengthsofvariouscommonclassesofconcreteusedinconstructionasdefinedintheBS Standards.Further,accordingtoAwalludin(2017),compressivestrengthofBambusatuldaishigherthanthatofsoftwood whileitisatparwiththestrengthofmosthardwood.SincetherearenoknownsimilarstudiesconductedonBambusatulda, comparisonsofthefindingswithpreviousresearchjustfocusedonstudiesconcerningotherspeciesofbamboo.Most previousresearchrevealsfindingsthatmirrorthefindingsfromthisstudywithafewthataredivergent.Bambusatulda accordinglyhasahighercompressivestrengththanbambooJawa(18.2–30.6N/mm2)butitscompressivestrengthfalls withinarangeof34.2–60.5N/mm2forBambooApus(Rochimetal,2020).Itscompressivestrengthisnotfarfromthatof Bambusavulgariswhichrangesfrom49.9to51.7N/mm2(MbugeandGumbe,2022).ThefindingsbyCandelariaand Hernandez(2019)onBambusablumeanaspeciesindicatehighercompressivestrengthsthatrangefrom63–77N/mm2which alsodonotagreewithreadingsobtainedfromthisstudy.Thevariationsincompressivestrengthsmaybeattributedto species/type,age,length,diameterandmoisturecontent(Loetal,2004).Byandlargethefindingscomparewellwithrelated previousresearchwork.Thefindingstherefore,indicatesuitabilityofapplicationofBambusatuldabambooasanalternative compressiveconstructionmaterial.Limbe(2013),Steinfied(2001)and;SwapnilandSmith(2017)howeverarguethat bamboohasotherdisadvantagessuchasstrongwaterabsorption,lowresistancetofire,weakbondingwithconcreteand susceptibilitytoattackbyinsects.Withincreasedresearchinthisarea,mostoftheselimitationscannowbecomfortably addressed(Sevaliaetal,2013andAgarwaletal,2014).Itsfastergrowth,lowcostandhighcompressivestrengthcoupled withitsenvironmentalsustainabilityenhancesitspotentialasanalternativeconstructionmaterial.

TensileTestResults

AppendixIIshowsgraphsthatindicatetherelationshipbetweenloadingandextensionwhenthefivespecimenswerebeing subjectedtotension.Thegraphsindicatetheloading(tensile)(N)versusthechangeinlength(mm),asthespecimensare subjectedtoloadingThespecimensextendedunderincreasedloadinguptoacertainyieldorfailurepointwhenitsnaps undertension.Therequiredloadingbeforefailurewasdirectlyproportionaltothesizeofthesample.Forexample, specimenno.4withthelargestcross-sectionalareaextendedthemostandrequiresthehighesttensileloadingbefore failure.ThetensiletestresultsobtainedfromtestingthespecimensareshowninTable2whichalsocapturesthespecimens’ dimensions

TheStructuralPotentialofBamboo:AStudyoftheCompressiveandTensileStrengthofBambusatuldaSpecie 15 www.iaset.us editor@iaset.us
Sample No Length (m) Width (m) Thickness (m) Cross Sectional Area(m²) Tensile Loadat Failure (KN) Extension atFailure mm Tensile Strength (N/mm²) 1 0.107 0.01 0.003 0.00003 1.722 7.5mm 57.4 2 0.1 0.01 0.003 0.00003 1.13 4.5mm 37.7 3 0.1 0.01 0.004 0.00004 2.3 8.2mm 57.5 4 0.11 0.01 0.003 0.00003 1.85 6.7mm 61.7 5 0.1 0.009 0.003 0.000027 1.29 5.2mm 47.8
Table2:Samples’DimensionandTensileTestResults

FromtheresultsinTable2,itisnotedthatthereadingsobtainedfromtestscarriedonspecimens2and5on loadingatfailureandtensilestrengthvariedsignificantlyfromthoseobtainedfromtheother3specimensimplyingthese areoutliers.Thesignificantvariationcouldbeattributedtosomestructuraldefectsonspecimen2and5whichmightnot havebeendiscoveredpriortotestingoralternativelyitcouldbeimpropergripofthespecimensbythetestermachineBy andlarge,thereadingsonspecimens1,3and4showsomelevelofconsistency.Fromtheexperiment,theloadingsat failureandtensilestrengthsvariedfrom1.72to2.3KNand57.4to61.7N/mm2respectivelyTheaverageloadingat failureforBambusatuldabamboospecieswastherefore1.96KN.Ontheotherhand,theaveragetensilestrengthfor Bambusatuldabamboowas58.9N/mm2.Inaddition,asshowninAppendixII,astheloadingincreasedextensionalso increasedproportionallyuntilfailureafterwhichtherewasnomoreextensionofthevariousspecimens.

Therangeoftensilestrengthsofapproximately57.4to61.7N/mm2obtainedfromtestswasrelativelylow comparedwiththosefrommildsteel.AccordingtoOgunbiyietal(2015)thetensilestrengthofmildsteelwithsimilar dimensionsrangesfrom290to509N/mm2whileforbambooitrangesfrom31to94N/mm2MbugeandGumbe(2022) indicatethetensileofBambusavulgarisbamboorangesfrom94to118N/mm2implyingitisstructurallystrongerthan Bambusatuldawhichwasinvestigated.BambooApusandBambooJawaareequallystrongerandpossesstensilestrengths thatrangefrom101to232N/mm2and73to214N/mm2(Rochim,LatifaandSupriyadi,2020).Thefindingsby CandelariaandHernandez(2019)onBambusablumeanaspeciesequallyindicateshighertensilestrengthsthatrangefrom 180

600N/mm2whichalsodonotagreewithreadingsobtainedfromthisstudy.Ontheotherhand,Loetal(2004)argue thatthetensileofMosobamboorangesfrom45to65N/mm2whichcompareswellwiththereadingsobtainedfromthis study.OmalikoandUbani(2021)howeverviewthatstructuralstrengthofbamboocangreatlybeinfluencedbyvariations inage,density,moisturecontentandsizeofspecimensinadditiontotypeorspecies.Thespecimenstestedunderwent sharpbrittlefailureasopposedtosteelthatundergoesplasticdeformationbeforefailure.Thisfindingissupportedby Ogunbiyietal(2015)

CONCLUSION

Thefindingsfromthestudyshowcompressivestrengthsthatrangefrom34.3to44.3N/mm2.Itcanthereforebestatedthat bamboohasadequatecompressivestrengthmakingitsuitableforconstructioninsituationswherecompressiveforcesare atplay.Ontheotherhand,thetensilestrengthsofbamboorangedfrom57.4to61.7N/mm2indicatingthatthetensile strengthofbambooislowcomparedtotheconventionalreinforcementmaterialssuchassteel.Despitethis,bamboocanbe appliedtoconstructionworkswithminorstructuralelementssuchaslintels,worktops,roofingstructureandscaffolding.It couldalsobeidealforvariouselementsoflow-riseresidentialbuildingsjustasthecaseoflow-costhousingconstruction intheFarEast.InKenyaitisnotedthatwhilethereisadraftlegislationinplaceconcerningbamboofarmingindustry,no codeofstandardshasbeendevelopedthatcouldguidetheapplicationofbambooasastructuralmaterial.Itistherefore, recommendedthattherelevantinstitution(s)put(s)inplacemechanismsfordevelopingacodeforprovidingstandardsto guideuseofbambooasastructuralelement.Finally,thisstudyonlyfocusedoninvestigatingthecompressiveand structuralstrengthofBambusatuldabamboo,furtherstudiesshouldfocusonothermechanicalpropertiessuchasflexural orbendingstrength.

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APPENDICES:LOADINGVSEXTENSIONGRAPHS

APPENDIXI:COMPRESSIONTESTS-LOADVSEXTENSIONGRAPHS

Specimen1.

TheStructuralPotentialofBamboo:AStudyoftheCompressiveandTensileStrengthofBambusatuldaSpecie 15 www.iaset.us editor@iaset.us

Specimen2

Specimen3.

Specimen4.

12 Dr.RROOchieng ImpactFactor(JCC):8.1928 NAASRating3.04

Specimen5.

APPENDIXII:TENSILETESTS-LOADVSEXTENSIONGRAPHS

SpecimenNo01.

SpecimenNo02.

TheStructuralPotentialofBamboo:AStudyoftheCompressiveandTensileStrengthofBambusatuldaSpecie 15 www.iaset.us editor@iaset.us

SpecimenNo03.

SpecimenNo04.

SpecimenNo05.

14 Dr.RROOchieng ImpactFactor(JCC):8.1928 NAASRating3.04

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