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- W2380145222 abstract "In order to analyze the axial compression mechanical properties of concrete filled double skin steel tubular(CFDST) members after high temperature,the numerical simulation method was adopted to interpret the working mechanism under axial compression after high temperature based on the test results,and the influence of relevant parameters,such as temperature,hollow rate,the nominal steel ratio,yield strength of internal and external steel tube,the strength of concrete,on the mechanical properties of CFDST was discussed.The results indicate that the ultimate bearing capacity decreases with the increase of temperature that the member experienced;Yield strength of outer steel tube has remarkable effect on ultimate bearing capacity of CFDST.The strength of concrete has great effect on improvement of the ultimate bearing capacity at normal temperature,but with the rise of temperature,the influence gradually decreases.However,hollow rate,yield strength of the inner steel tube has little impact on ultimate bearing capacity of CFDST components after high temperature." @default.
- W2380145222 created "2016-06-24" @default.
- W2380145222 creator A5034266315 @default.
- W2380145222 date "2014-01-01" @default.
- W2380145222 modified "2023-09-28" @default.
- W2380145222 title "Analysis of concrete filled double skin steel tubular columns subjected to axial compression performance after high temperature" @default.
- W2380145222 hasPublicationYear "2014" @default.
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