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- W2390593245 abstract "The cast steel joint is a new connection form applied to spatial structures.It has gained increasingly wide use in long-span spatial structures in recent years,but there is no national design code for cast steel joints.The research on the self-developed novel cast steel joint has been conducted by using the general finite element program ANSYS,and the numerical result indicates that this novel cast steel joint has good mechanical properties.On the basis of theoretical analysis and the finite element model whose reliability has been validated by experimental investigation,elastic analysis is carried out in this paper.Distribution of stresses under several different loading conditions is compared with that gained by the mechanics method of materials.From the analysis above,stress concentration factors of this novel cast steel joint are given.A practical design method for calculating its loading capacity is proposed.By comparison with results gained from experiment and finite element analysis,it can be concluded that the simplified calculating formulas have certain safety reserve.This simplified design method which greatly simplifies the design calculations can be used for engineering designing." @default.
- W2390593245 created "2016-06-24" @default.
- W2390593245 creator A5090397044 @default.
- W2390593245 date "2011-01-01" @default.
- W2390593245 modified "2023-09-26" @default.
- W2390593245 title "Simplified design method of novel cast steel joint in reticulated shell structures" @default.
- W2390593245 hasPublicationYear "2011" @default.
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