Periodical publishing
Bidirectional Shear Performance of Corroded Stud Connectors in Steel-Concrete Composite Monorail Track Beams
Researchers at Foshan University in Foshan, People's Republic of China, have investigated the influence of bidirectional shear loads and stud corrosion on the shear performance of stud connectors in steel-concrete composite track beams of straddle-type monorail transit systems. The study employed push-out tests and numerical simulations to examine