In this paper, the stress analysis of the most critical beam–arch joint of Yuehu Bridge is
conducted, despite the variation in the specific structure of each tied arch bridge. To achieve …

The nonlinear in-plane instability of functionally graded carbon nanotube reinforced
composite (FG-CNTRC) shallow circular arches with rotational constraints subject to a …

This paper presents theoretical and numerical investigations into the in-plane elastic global
buckling performance and load resistance design of a kind of pin-ended cable-arch (CA) …

Many design codes do not give methods for designing steel arches against in-plane failure.
The few that do provide methods that are essentially based on a linear interaction equation …

This paper reports experimental and numerical investigations used to develop a simple and
accurate design method for the in-plane strength of circular steel I-section arches having a …

This paper investigates the in-plane nonlinear elastic and inelastic buckling behaviour and
the strength of fixed circular steel arches by using a rational finite element model. It is found …

This paper conducts the experimental investigation into the whole working process of a
large-curvature continuous steel box-girder bridge model to reveal its behavior …

The flexural–torsional buckling (FTB) behavior of a freestanding circular steel I-section arch
subjected to static load is systematically investigated under residual stresses, geometric …

Residual stresses in straight hot rolled wide flange sections are well documented and have
been investigated in the recent past. However, to the knowledge of the authors, residual …

Arches resist general loading by a combination of axial compression and bending actions.
Under these actions, an arch loaded in-plane may suddenly deflect laterally and twist out of …