Prestressed steel–concrete composite beams with concreted and corrugated webs are a
novel system that have been attracting attention lately. Unfortunately, there has been little …

In this paper, an experimental and numerical study was presented for strengthened
composite steel–concrete beams using externally post-tensioning tendons with a partial …

In this study, the prestressed composite beam with corrugated web has been developed,
which is suitable for the long-span structure that enables a reduction in story height as well …

This paper proposes different optimization schemes for enhancing the performance of
conventional continuous composite girder bridges with corrugated steel webs. In particular …

In this study, the flexural vibration behavior of the variable cross-section box-girder bridge
with corrugated steel webs is investigated using the energy variational method in …

As an alternative to flat webs (FWs), corrugated webs (CWs) in composite beams have been
employed extensively in steel construction systems. However, the collapse behavior of steel …

Abstract Reissner's principle (RP), which considers the effect of all secondary shear stresses
on shear deformation, is proposed for analyzing the elastic behavior of a composite box …

Asynchronous construction is a new construction method for composite girder bridges with
corrugated steel webs. This new construction technology has multiple advantages over …

This paper presents the first experimental and numerical investigation of the full-range shear
behavior of a nonprismatic overhanging beam with concrete slabs and steel trapezoidal …

Prestressing steel experiences stress loss by interacting with creep and shrinkage
deformation of concrete in addition to its intrinsic relaxation over time. Inaccurate estimation …