Serviceability Limits and Economical Steel Bridge Design

2011PDFTech ReportFHWA-HIF-11-044Steel bridgesServiceabilityBridge designLoad and resistance factor designUnited StatesUnited States. Federal Highway Administration. Office of Bridge TechnologyBarker, MichaelStaebler, JamesBarth, Karl E.United States. Federal Highway Administration. Office of Bridge TechnologyWest Virginia UniversityUniversity of WyomingFederal Highway AdministrationCurrent American Association of State Highway Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design Specifications Service I deflection limits are in place with the purpose to prevent deformation-induced structural damage and psychological user-discomfort from excess bridge vibration. Previous research has shown that deflection criterion alone is insufficient in controlling excess bridge vibrations and structural deterioration of the concrete deck. Previous research shows that natural frequency criteria better controls excess vibration than deflection criteria. In addition, previous research shows no significant correlation between deflection and structural deformation of the concrete deck slab. In order to better control excess bridge vibrations and deformation-induced structural deterioration, two new separate criteria formulations are proposed. The first formulation consists of a natural frequency criteria transformed into deflection type terms familiar to the typical bridge engineer. The second proposed formulation directly controls the acting flexural strain in the concrete deck to control deformation-induced structural damage. The proposed serviceability criteria are applied to a database of 195 steel girder bridges. Both the as-built behavior and the design optimized behavior are examined and compared to current AASHTO serviceability criteria.84