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- W2365233887 abstract "The buckling calculation for compression-bending members of concrete-filled rectangular steel tube is the best important in《Technical specification for structures with concrete-filled rectangular steel tube members》.But yet when the strength of steel tubes to be made of steel material trade-mark is more than Q345,the concrete strength grade exceeds C50 and the member slenderness is fairly large,it can be found that the calculated values of buckling formulas in-plane bending of compression-bending members in the《Technical specification》are compared with the experimental values of internal dozens of test compression-bnding members,the experimental values of partial test members are lower,individual value lower near 30 percent,than the calculated value of the《Technical Specification》.That is to say,the formulas to compute buckling in《Technical specification》are on the less safe side.The buckling formula of an elastic compression-bending member with an initial eccentricity,to take the sectional edge yield as the buckling criterion,check above test members,the calculated values are in agreement with the experimental values of the test members.Therefore the buckling formulas,proposed in this paper,can be offered reference for technical specification to be revised and for designer." @default.
- W2365233887 created "2016-06-24" @default.
- W2365233887 creator A5014777126 @default.
- W2365233887 date "2006-01-01" @default.
- W2365233887 modified "2023-09-25" @default.
- W2365233887 title "Approach to Compression-Bending Buckling Calculation for Concrete-filled Rectangular Steel Tube Member" @default.
- W2365233887 hasPublicationYear "2006" @default.
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