Models and design rules for stud shear connectors in troughs of profiled sheeting
UNSPECIFIED (1998) Models and design rules for stud shear connectors in troughs of profiled sheeting. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 128 (3). pp. 252-263. ISSN 0965-0911Full text not available from this repository.
In an accompanying paper, results of over 300 push tests, including 34 new ones, were considered in a study of design rules for the static shear resistance of stud connectors in profiled steel sheeting. Current rules were shown to be of limited scope and low accuracy, especially for studs placed off-centre in the steel troughs. Here, equations based on theoretical models are developed for the seven observed modes of failure. They are shown to predict the results of all 172 of the fully reported test results with a mean error of 2% and coefficient of variation of 10%, Simplified empirical design rules of similar accuracy, consistent with the current Eurocode 4, are also developed.
|Item Type:||Journal Article|
|Subjects:||T Technology > TH Building construction
T Technology > TA Engineering (General). Civil engineering (General)
|Journal or Publication Title:||PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS|
|Publisher:||THOMAS TELFORD SERVICES LTD|
|Number of Pages:||12|
|Page Range:||pp. 252-263|
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