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Oehlers, 1990 - Google Patents

Deterioration in strength of stud connectors in composite bridge beams

Oehlers, 1990

Document ID
9741338576797844020
Author
Oehlers D
Publication year
Publication venue
Journal of structural engineering

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Snippet

It is a common practice for the stud shear connections in composite bridge beams to be designed for both strength, to resist the ultimate loads, and for endurance, to resist the numerous applications of the serviceability loads. These two calculations are normally done …
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