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Patch-Loading Resistance of High-Strength Stainless Steel Plate Girders with Web Openings

Authors

  • Akari Yamaguchi

    Faculty of Engineering and Information Technology, University of Melbourne, Melbourne, Australia
    Author
  • Boyce Diane

    Faculty of Engineering and Information Technology, University of Melbourne, Melbourne, Australia
    Author
  • Oceane Picard

    Faculty of Engineering and Information Technology, University of Melbourne, Melbourne, Australia
    Author

DOI:

https://doi.org/10.71465/jgs47

Keywords:

Patch Loading, High-Strength Stainless Steel, Web Openings, Plate Girders, Structural Stability

Abstract

The structural integrity of plate girders subjected to concentrated transverse forces, commonly referred to as patch loading, is a critical design consideration in modern civil and structural engineering. The introduction of web openings, which are frequently required for the passage of utility services or for maintenance inspections, significantly disrupts the stress field within the girder web and exacerbates the vulnerability to local instability phenomena. Concurrently, the increasing utilization of high-strength stainless steel in infrastructure projects demands a comprehensive understanding of its unique nonlinear material characteristics, specifically its pronounced strain-hardening behavior and lack of a distinct yield plateau. This paper presents an extensive investigation into the patch-loading resistance of high-strength stainless steel plate girders featuring circular and rectangular web openings. A rigorous experimental program is meticulously detailed, encompassing material characterization, geometric imperfection measurements, and full-scale ultimate load testing. The physical experiments are complemented by highly sophisticated, validated non-linear finite element models, which incorporate complex material constitutive laws and detailed contact mechanics. Through an exhaustive parametric study, the influence of varying opening dimensions, opening locations relative to the applied load, and panel aspect ratios is quantified. The results indicate that the presence of openings fundamentally alters the failure mechanism from global web buckling to localized crippling near the opening edge. Furthermore, an evaluation of existing design provisions reveals their inadequacy when applied to high-strength stainless steel components with web discontinuities.

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Published

2026-05-10