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The model is used in Part II of this contribution for a detailed comparison with the experimental results from a flat bubble column with various circulating flow patterns.
Often most of the sample matrix ions are initially bound to the resin, and then each type of ion is selectively removed by washing the column with various electrolytes.
This paper presents the strength and behaviour of web stiffened cold formed steel channel column with various types of edge stiffener under axial compression.
A brief review of literature on the ultimate strength and buckling modes of web stiffened cold formed steel channel column with various types of edge stiffeners are presented here.
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Eight box columns with various cross sections, slendernesses and eccentricities were tested in the experimental programme.
The FE model is used to investigate the fundamental behaviour of axially loaded CFDST short columns with various parameters.
The flow distributions of wavy columns with various arc angle and curvature radius are explored by the finite element method.
In total, ten specimens, including two empty columns, with various lengths, section sizes and concrete strengths were tested to failure.
Based on the validated FE models, further parametric analyses incorporating 60 HSS numerically generated welded circular tubular columns with various section sizes were carried out.
The model is used to create interaction diagrams for FRP spiral-confined circular concrete columns with various slenderness ratios, reinforced with steel, FRP or hybrid reinforcement.
In this study, a total of eight steel-reinforced columns with various longitudinal reinforcement ratios and load eccentricities were tested under eccentric compression.
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