Steel corrosion induced cracking in reinforced concrete structures is often caused by
volumetric straining at the steel-concrete interface. This volumetric strain is mainly controlled …

A total of 5 steel and 21 rectangular composite concrete-filled steel tube (CFST) columns of
moderate slenderness were tested to investigate their ductility under axial compression. The …

This report summarizes the details of an experimental work and finite element modeling that
were conducted to evaluate: 1) the remaining axial capacity of steel H-piles having different …

Steel H-piles have been used widely in bridge construction throughout the US because of
their relatively large load-carrying capacity while occupying a small area. However, many H …

Due to functional requirements, SRC column-RC beam abnormal joints with characteristics
of strong beam weak column, variable column section, unequal beam height and staggered …

Accurate estimation of the capacity curve of offshore jacket structures to achieve
performance levels and ductility is of great importance. Proper modeling of compressive …

ABSTRACT 1 This paper investigates experimentally the bond behavior of 14 full-scale
composite columns 2 consists of steel H-piles encased in concrete jackets. The composite …

Columns are vertical load-bearing structural members which are generally subjected to the
concentric or eccentric compressive loads and sometimes lateral loads in a structural …

Accurate estimation of the capacity curve of offshore jacket structures to achieve
performance levels and ductility is of great importance. Proper modeling of compressive …