The existing literature on bridge girders with steel corrugated webs (BGCWs) is focused on
prismatic girders; ie with constant depth. To the authors' best knowledge, no work has been …

In this study, shear loading tests on plate girder specimens were conducted to evaluate the
shear behaviors of locally corroded web panels, including their critical shear buckling loads …

The complexity of the shear buckling in tapered plate girders has motivated researchers to
conduct experimental and numerical investigations to understand the underlying …

Because of public construction budgets were cut over the last few years, new bridge girders
with corrugated webs to reduce the construction costs have become more widely studied …

Recently, there have been many attempts all over the world to reduce the own weight of the
superstructure of the bridges, as well as reducing the work and cost involved in construction …

In this study, the nonlinear bending behavior of multi-directional functionally graded plates
with variable thickness is investigated. To this regard, the governing equation of the plate …

Tapered steel plate girders have been widely used in the construction of bridges and heavy
industry structures. However, predicting their structural behavior, particularly in shear, is …

This study experimentally and numerically demonstrated that the traditional basic shear
method is not applicable for estimating the shear stresses in tapered beams with corrugated …

One of the parameters of the economic design of steel I-girders is the use of thin webs.
However, in large spans, the use of deep I-girders with thin web leads to the buckling of the …

This study aims to investigate the local elastic buckling behavior of simply-supported
prismatic web plates under pure shear loading. Comprehensive finite element analysis is …