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- W2390348481 abstract "To study the effects of T-stiffener length on the behaviors of box-column to I-beam connections and design the optimum stiffener length,the elastic-plastic analysis on models of external T-stiffener box-column to I-beam connection was carried out.The stress distribution of external T-stiffener connections was studied using the finite element method,and the parameters of stiffener length were researched.The optimum stiffener length was determined by stress distribution and the basic design criteria.Results indicate that when connections are stiffened by T-stiffener,the plastic-hinge appears in the end of stiffener on beam flange,which greatly improves the initial stiffness and bearing capacity.The transmission route of moment is from the middle of beam flange to T-stiffeners beyond beam gradually,while a part of moment is transmitted to column by Tstiffeners.Then the deformation of connection is decreased significantly.The longer is the T-stiffener,the more moment is transmitted from the end of beam to web of column.However,the connection of beam and column webs is easy to yield locally because of the excessive stress in column web when the length of T-stiffener is over-long.The length,whose angleγmade by the stiffener web diagonal and the beam flange is within 10°to 15°,is ultimately determined as the optimum stiffener length." @default.
- W2390348481 created "2016-06-24" @default.
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- W2390348481 date "2009-01-01" @default.
- W2390348481 modified "2023-09-24" @default.
- W2390348481 title "Determination for stiffener length of external T-stiffener box-column to I-beam connections" @default.
- W2390348481 hasPublicationYear "2009" @default.
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