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- W2389515207 abstract "The high strength bolts resistance on the steel beam-to-column extended endplate connection is studied.Considering contact and bolt pretension,a non-linear finite element method was used to analyze 44 specimens with different configuration.The relationships between the bolts forces and the external loads were obtained.It is found that the difference between the force in the bolts at the out and inner of beam flange is very small in the whole loading procedure.The prying force coming from the deformation of endplate can increase the bolt tension force.The bolts in the non-stiffened and stiffened endplate connection can be designed when the ratio of prying force is 0.3 and 0.2,respectively." @default.
- W2389515207 created "2016-06-24" @default.
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- W2389515207 date "2008-01-01" @default.
- W2389515207 modified "2023-09-25" @default.
- W2389515207 title "Tension Force of Bolts in Beam-to-Column Endplate Bolted Connections" @default.
- W2389515207 hasPublicationYear "2008" @default.
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