Abstract
Shear design equations for steel plate girders adopted in many steel design codes were based on classical failure theories for web panels that were fundamentally developed for mild steels. The most salient characteristic of mild steels is that they exhibit a clear yield point followed by the so-called yield plateau in the stress–strain curve. HSB800, which is a high-strength steel recently developed in Korea, neither has a clear yield point nor the yield plateau. This study investigated the ultimate shear behavior of web panels of HSB800 plate girders through nonlinear finite element analysis. Two different stress–strain models were examined for the material nonlinear analysis: bi-linear model and multi-linear model. It was found that the two material models exhibited similar ultimate shear behaviors. The FEA results indicated that existing design equations developed for mild steel are not directly applicable to HSB800. A new shear design equation was developed for HSB800 plate girders from the FEA results using bi-linear model.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
