Abstract:
Steel plate girders with slender webs rely on transverse stiffeners to provide web lateral support, thereby enhancing shear resistance. Intermediate stiffeners are essential not only for anchoring the compression from tension field action (TFA) but also for restraining out-of-plane buckling and supporting web panel edges. This paper reviews existing design methods for transverse stiffeners and examines key developments and challenges from elastic buckling to ultimate strength, comparing design provisions with key research findings. Based on these insights, an enhanced design approach is proposed for intermediate web stiffeners in steel plate girders, accounting for flange influence, web slenderness and aspect ratio, and material properties. The proposal is validated against finite element (FE) simulation results and full scale tests to demonstrate its consistency.
