Owing to the relative uncertainty of previous numerical and experimental studies on the
behavior of short and very short shear links, this article considers the overstrength factor of …

This paper relies on the finite element method to find the safe factor considering the
economical aspect to design members outside the short shear links with/without stiffeners …

This study investigates the transverse structural performance of an ultrahigh performance
concrete (UHPC) lightweight composite deck (LWCD) in a large cantilever cable-stayed …

This paper presents equations to determine the ultimate shear strength reduction factor of
web plate in steel plate girders due to initial imperfection. The proposed equations are …

In this work, a comprehensive parametric study, based on a robust finite element analysis
validated by existing experimental results, was conducted to investigate the effects of plate …

Composite non-prismatic girders have been used in modern bridges worldwide.
Experimental and theoretical studies were performed to investigate prismatic steel plate …

In this article, elastic shear buckling and ultimate shear strength of long steel plate girder
web panels subjected to pure shear loading are investigated at both ambient and elevated …

In literature, there is no theoretical research focusing on moment–shear interaction behavior
of the hybrid girders. This article investigates the moment–shear interaction behavior of non …

As of today, a decisive conclusion regarding the effect of flanges on the overstrength factor
of short I-shaped shear links is still lacking. Accordingly, to address this gap in knowledge …

Owing to the lack of an analytical research on the evaluation of mode change of web panels
in addition to the need for shear design curves of unstiffened plate girder web panels …