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- W2384054315 abstract "In order to predict vertical bearing capacity of double stirrup constraint concrete circular column and to provide theoretical basis for axial compression test loading force per level,this paper adopts the single spiral stirrups constraint concrete circular column as the theoretical basis.The core theories in this paper are that the vertical ultimate bearing capacity of the core concrete by double stirrup is confined and strengthened by internal and external layer stirrup,and the inner stirrup constraint strengthen has a constraint for strengthening than outer stirrup constraint on the basis of strengthening.Thus,this study has theoretically inferred vertical bearing capacity of the double spiral stirrups constraint concrete circular column.By using the finite element software ABAQUS to establish reasonable finite element model,and through the strain control loading,the simulation results and theoretical derivation results are in good agreement.It has proved that the formula can be used to forecast the vertical ultimate bearing capacity of double stirrup constraint concrete circular column." @default.
- W2384054315 created "2016-06-24" @default.
- W2384054315 creator A5010329075 @default.
- W2384054315 date "2013-01-01" @default.
- W2384054315 modified "2023-09-24" @default.
- W2384054315 title "Theoretical derivation and numerical simulation of vertical bearing capacity about double stirrup constraint concrete circular column" @default.
- W2384054315 hasPublicationYear "2013" @default.
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