Past research indicates that recycled aggregate concrete (RAC) could be successfully used in concrete-filled steel tubular (CFST) columns. Their yielded performance is almost as good as that of the traditional CFST columns. In addition, as a comparatively new construction material, stainless steel can be used to replace carbon steel for enhancing the durability and ductility of CFST columns. With an aim to combine the advantages of both RAC and stainless steel, RAC is proposed in this paper to be used as a filling material for stainless steel tubes. A test program is introduced in this paper to investigate the behaviour of RAC-filled stainless steel stub columns. For comparison purposes, reference specimens with carbon steel tubes are a...
This paper introduces an experimental work to study the behavior of 12 recycled aggregate concrete-f...
A series of tests on concrete-filled steel tubular (CFST) stub columns under axial compression was p...
This paper presents a critical assessment of the compressive behavior of reinforced recycled aggrega...
YesRecycled aggregate concrete filled stainless steel tube (RAC-FSST) is a new type of composite mem...
The structural performance of recycled aggregate concrete-filled stainless steel tube (RACFSST) colu...
This paper reports experimental and numerical investigations into the behaviour and resistance of re...
This paper presents an experimental and numerical study of eccentrically loaded circular recycled ag...
This paper is based on a study that was done by utilising construction and demolition debris that ha...
This paper investigates the effects of the expansive agent on recycled aggregate concrete filled ste...
Geopolymeric Recycled Concrete (GRC) is a new construction material which takes environmental sustai...
This paper reports a comprehensive experimental and numerical study of the flexural buckling behavio...
Geopolymeric recycled concrete (GRC) is a new construction material which takes environmentalsustain...
This paper presents an experimental and numerical investigation to determine the behavior of steel t...
This paper presents the analysis and design of concrete filled stainless steel tubular column under ...
The paper investigates the behaviors of recycled aggregate concrete-filled steel tubular (RACFST) co...
This paper introduces an experimental work to study the behavior of 12 recycled aggregate concrete-f...
A series of tests on concrete-filled steel tubular (CFST) stub columns under axial compression was p...
This paper presents a critical assessment of the compressive behavior of reinforced recycled aggrega...
YesRecycled aggregate concrete filled stainless steel tube (RAC-FSST) is a new type of composite mem...
The structural performance of recycled aggregate concrete-filled stainless steel tube (RACFSST) colu...
This paper reports experimental and numerical investigations into the behaviour and resistance of re...
This paper presents an experimental and numerical study of eccentrically loaded circular recycled ag...
This paper is based on a study that was done by utilising construction and demolition debris that ha...
This paper investigates the effects of the expansive agent on recycled aggregate concrete filled ste...
Geopolymeric Recycled Concrete (GRC) is a new construction material which takes environmental sustai...
This paper reports a comprehensive experimental and numerical study of the flexural buckling behavio...
Geopolymeric recycled concrete (GRC) is a new construction material which takes environmentalsustain...
This paper presents an experimental and numerical investigation to determine the behavior of steel t...
This paper presents the analysis and design of concrete filled stainless steel tubular column under ...
The paper investigates the behaviors of recycled aggregate concrete-filled steel tubular (RACFST) co...
This paper introduces an experimental work to study the behavior of 12 recycled aggregate concrete-f...
A series of tests on concrete-filled steel tubular (CFST) stub columns under axial compression was p...
This paper presents a critical assessment of the compressive behavior of reinforced recycled aggrega...