The shear response of ultra-high performance fiber reinforced concrete (UHPFRC)-encased
H-shaped steel section composite beams is simulated using a three-dimensional (3D) non …

This paper presents experimental and finite element analyses of the ultimate strength and
buckling collapse behaviours of a single-and a double-hull girder with a large deck opening …

This work performs an investigation into the optimal position of two longitudinal stiffeners
with different cross-section shapes such as open section (L-shaped and T-shaped) and …

In this paper, the linear buckling behavior of longitudinally singly-and multi-stiffened plates
with simply-supported edges under normal and shear stresses is investigated. A …

Previous research confirmed that a corrugated web beam (CWB) can sustain a higher shear
stress than the conventional flat web beam (FWB), contrary to the case of pure bending. In …

Buckling is an important mechanical concept that is applied in various engineering fields like
aerospace and marine applications. Stiffeners enhance the buckling property of the panels …

This paper aims at investigating the optimum positions and the required flexural rigidity (γ rq)
of a single and two longitudinal web stiffeners of unsymmetric plate girders subjected to pure …

In the recent years, steel box girder bridges have been extensively used due to high
bending stiffness, torsional rigidity, and rapid construction. Therefore, researches related to …

In the present work, the working state of the crane leg is analyzed and discussed, and its
structure is optimized. SolidWorks software is used for modeling; ANSYS software is used for …

This paper introduces a new composite joint, which is the composite CFST beam-concrete
column joint, and it is more convenient for transportation and erection than conventionally …