Calculationmodelingofflexuralreinforсedconсreteelementsadjustedforcrackpropagationresistanceofconcrete.docx
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1、UDC624.072.221CA1CU1ATIONMODE1INGOFF1EXURA1REINFORCEDCONCRETEE1EMENTSADJUSTEDFORCRACKPROPAGATIONRESISTANCEOFCONCRETE1 EvgenyN.Peresipkin2 SergeyV.Shevtsov3 VictorS.Shevtsov4 Va1eryN.Sidorov1 SochiStateUniversityforTourismandRecreationSovetskayastreet26a,Sochicity,KrasnodarKrai,354000,RussiaThedoctor
2、oftechnica1sciences,Professor2 SochiStateUniversityforTourismandRecreationSovetskayastreet26a,Sochicity,KrasnodarKrai,354000,Russiapostgraduatestudent(intechnica1science)3 SochiStateUniversityforTourismandRecreationSovetskayastreet26a,Sochicity,KrasnodarKrai,354000,RussiaPhD(technica1),Professor4 So
3、chiStateUniversityforTourismandRecreationSovetskayastreet26a,Sochicity,KrasnodarKrai,354000,RussiaPhD(technica1),ProfessorE-mai1:vishevmai1.ruTheca1cu1ationmode1ingofconcretestructuresisshown.Functionmode1a11owsmoreexact(ascomparedwithtraditiona1designdiagrams)modedeterminationofdeformationcharacter
4、isticsofconstructionina11stagesofprocess.Keywords:functionmode1,reinforcedconcretecomponents,crackpropagationresistance,fracturemechanicsBHacoHeeBPeMHBCTPoHTeJIbCTBevihBMnojIHeHHaCTaT11qeCKHXPaCqeToBKOHCTpyKTHBHbIX3JieMCHTOB(OnPeAeJIeHHHyCHH,HapHeje306e0HHbixKOHCTPyKqH而cyMCOnPoTHBj1eHH兄6eoHaPaCnPOCT
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6、aCT兄次eHHK).JjipaHHecHpeajiH3ai;nHIIPeAJ1araeMOrOMeTOaaPaCUeTaH3H6aeMbix尔eje306e0HHbix3JieMeHT0B6buapa3pa6oaayHHHajibHaMoaeJIb,BOCHOByoopo6buaojoeHaMeToAoJIorhyHnoHajibHroMoaeJmPoBaHm1IDFo3,4OchobhohKOHUenTyaj1bHb1说IIP1IHUHnMeTonOJIoFHHIDFo-peCaBJieHHejiio6oh3yaeM0HCHCTeMb1BBHaea6opaB3anMoqe而CTBy1OIU
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