英文学术报告范例

LayoutBackgroundExperimentalProgramExperimentalResultsComparisonofcompressivestrengthbetweenUHTCCandmatrixComparisonofstrainatpeakstressbetweenUHTCCandmatrixAtheoreticalstress-straincurvemodelConclusions第1页/共12页第一页，共13页。BackgroundNumbersofstudiescarriedoutpermeabilityandcarbonationpropertiestensileandbendingpropertiesfreeze-thawpropertiesnouniformtestavailableforthecompressiveproperties

structuralapplicationsarelimited第2页/共12页第二页，共13页。ExperimentalProgram第3页/共12页第三页，共13页。ExperimentalProgramTable1.SpecimenInformationofEachGroupTestseriesSpecimenshapeSpecimensize/mmSpecimennumberSuffixrepresentationUHTCCPrism40×40×1609ap40uMatrixPrism40×40×1609ap40m第4页/共12页第四页，共13页。Results

ComparisonofcompressivestrengthFig.1.ComparisonofprismcompressivestrengthbetweenUHTCCandmatrix第5页/共12页第五页，共13页。Results

ComparisonofstrainatpeakstressFig.3.ComparisonofstrainatpeakstressbetweenUHTCCandmatrix第6页/共12页第六页，共13页。TheoreticalmodelAscendingbranch:

Strainhardeningbranch:Descendingbranch:Horizontalbranch:第7页/共12页第七页，共13页。Comparisonofstress-straincurvesThechartshowsthecomparisonbetweenthepredictionsandthetestdataofUHTCCThepredictedcurvesareobtainedbyusingtheexperimentalstrainvalueatpeakstressinsteadofthefixedvalueof0.002.第8页/共12页第八页，共13页。Comparisonofcompressivestrength第9页/共12页第九页，共13页。ConclusionsTheprismcompressivestrengthdecreasesbecauseofthefiberaddition.ThestrainatpeakstressislargerthanthatofmatrixbecauseofthefiberadditionAtheoreticalmodelisprovidewhichisneededformodelingitsmechanicalbehaviororforpermittingitsuseinvariousstructuralapplications.第10页/共12页第十页，共13页。ThankYou!

第11页/共12页第十一页，共13页。感谢您的观看！第12页/共12页第十二页，共13页。内容总结Layout。40×40×160。Strainhardeningbranch:。Comparisonofstress-straincurves。Thepredictedcurvesareobtai