The low stiffness of pultruded glass fiber reinforced polymer (pGFRP) flexural members has
been one of the main issues limiting their possible applications ever since this type of …

Eight medium-length circular concrete-filled double-skin steel tubular (CFDST) columns
were examined under axial compression to evaluate the influence of bolted shear studs on …

Cylindrical shell structures are ubiquitous and essential supporting structures in various
engineering applications. The aim of this research work is to provide a comprehensive …

This study investigated the flexural behavior of hollow concrete beams reinforced with GFRP
bars with longitudinal openings of different sizes and shapes. A total of seven beams were …

The study aims to assess the impact of RuC on twelve concrete-filled double-skin steel tube
(CFDST) specimens. The research explores key variables, including outer tube slenderness …

The experimental investigation and analytical reporting in this paper focus on the behavior
of HS-CFGT members, specifically their response to both monotonic loads and cyclic loads …

The theory of dynamic three-point bending tests under high-loading rates is developed for
the first time with account for structural vibration. Analytical solutions for dynamic normal …

The incorporation of waste ceramics into recycled concrete structures presents a promising
application, though the inherent brittleness of ceramics poses a significant challenge. To …

In order to investigate the mechanical behavior of special-shaped reinforced concrete
composite columns encased with GFRP core columns (EGCSSCs) subjected to axial load …

This paper aims to investigate the response and local buckling of locally sharp-notched
C2700 brass circular tubes (LSN C2700 brass circular tubes) under cyclic bending loads …