Abstract: Abstract Straight skewed I-girder bridges exhibit three-dimensional (3D) behavior due to deformation compatibility considerations. Most pertinent is the development of a stiff transverse load path between the obtuse corners ...

Abstract: Analysis and load rating of historic, riveted steel structures typically requires an assumption of rivet shear strength. The AASHTO Manual for Bridge Evaluation (MBE) provides rivet shear strengths based on the year of ...

Abstract: Abstract The fatigue performance of the machined and as-built surface finishes of wire arc additively manufactured (WAAM) steels must be understood to advance their integration into cyclically loaded applications. To assess ...