摘要
Thestudyofthebehaviorofconcreteunderbiaxialstressesisessentialtothedesignofoffshoreconcreteplatforms.Usingthemultiaxialtestapparatusdevelopedbytheauthors,thedeformationandstrengthofconcreteunderbiaxialstressesarestudiedexperimentally.Basedonthetestdata,anendochronicdamageconstitutivemodelandafailurecriterionareproposed.Accordingtotheabovemodel,anincrementalnonlineariterativeprogrammeisdeveloped,andaplatesampleinplanestressstateisanalyzed.
出版日期
1991年03月13日(中国期刊网平台首次上网日期,不代表论文的发表时间)