Robert Connor, Ian C. Hodgson, John W. Fisher
Abstract
Several tied arch and truss bridges have experienced horizontal floorbeam cracking in the region of the upper web-to-flange weld or in the web gap between the top flange and the connection angles where simple web shear connections have been used. A r
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Several tied arch and truss bridges have experienced horizontal floorbeam cracking in the region of the upper web-to-flange weld or in the web gap between the top flange and the connection angles where simple web shear connections have been used. A r
Key concepts: Engineering, Bridge (graph theory), Cracking, Arch bridge, Forensic engineering, Arch, Structural engineering, Civil engineering