摘要
In order to realise effective maintenance and enhanced durability of structures, it is important to also reduce corrosion of bridges by airborne sea salt. The objective of this study is to reduce airborne sea salt adhesion amount on steel girder bridges by employing aerodynamic countermeasures. The study bridge is a typical metropolitan highway bridge with 8 I-shaped steel girders located in Japan. Aerodynamic countermeasure devices are employed to change the flow field around the bridge structure in an attempt to reduce wind velocity normal to the bridge girders. Devices existing on urban bridges such as noise barriers, median barriers, and facilities for passage of drainage pipes and electric cables, modelled as horizontal plates, are modified and investigated for their ability to reduce airborne sea salt adhesion amount. As additional devices, vertical plates are installed to change the flow separation and their applicability is also studied. Computational fluid dynamics is employed for flow field simulations and airborne sea salt adhesion amount is estimated by the improved concentration flux method. Findings indicate that horizontal plates and vertical plates significantly reduce airborne sea salt adhesion amount. Noise barriers and median barriers can also reduce airborne sea salt adhesion amount.