This study was conducted to investigate the load-bearing capacity of a single angle column under various loading conditions to determine the loading condition offering the highest load- bearing capacity. In all cases, the load is transferred through one leg (or two legs) of the angle which has a smaller cross-sectional area compared to the total area of the angle profile. The main objective of this study is to develop almost all of the possible support conditions for the single angle section and carry out laboratory tests on the chosen specimens to determine the most suitable one. Also, there are some finite element investigations done using ABAQUS software to find out the maximum forces in which all the elements of the structures remain th...
High strength aluminum alloys are emerging and gaining increasing prominence in structural engineeri...
peer reviewedThe paper discusses the stability behaviour of large angle columns in high strength ste...
Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)This paper presents a numerical ...
Steel members with a single-angle cross-section are widely used, but some of their behaviours under ...
This paper presents pin-ended compression tests on steel equal angles. Three nominal section sizes w...
This paper presents pin-ended compression tests on steel equal angles. Three nominal section sizes w...
A study was undertaken to investigate the compressive capacity of a specific group of single angle m...
Single-angle compression members are simple structural elements that are very difficult to analyse a...
The mechanical behaviour and design of fixed-ended steel equal-leg angle section members subjected t...
One hundred and ninety seven steel single angles loaded through two bolts in one leg were tested for...
Angle sections are commonly designed to bear only axial force, usually neglecting the additional ben...
Forty-seven hot-rolled steel single angles (specified minimum yield stress = 300 MPa) loaded through...
A study into the mechanical behaviour and design of steel equal-leg cruciform section members subjec...
Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)This paper presents a numerical ...
Steel angle sections are commonly used as beams to support distributed loads which cause biaxial ben...
High strength aluminum alloys are emerging and gaining increasing prominence in structural engineeri...
peer reviewedThe paper discusses the stability behaviour of large angle columns in high strength ste...
Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)This paper presents a numerical ...
Steel members with a single-angle cross-section are widely used, but some of their behaviours under ...
This paper presents pin-ended compression tests on steel equal angles. Three nominal section sizes w...
This paper presents pin-ended compression tests on steel equal angles. Three nominal section sizes w...
A study was undertaken to investigate the compressive capacity of a specific group of single angle m...
Single-angle compression members are simple structural elements that are very difficult to analyse a...
The mechanical behaviour and design of fixed-ended steel equal-leg angle section members subjected t...
One hundred and ninety seven steel single angles loaded through two bolts in one leg were tested for...
Angle sections are commonly designed to bear only axial force, usually neglecting the additional ben...
Forty-seven hot-rolled steel single angles (specified minimum yield stress = 300 MPa) loaded through...
A study into the mechanical behaviour and design of steel equal-leg cruciform section members subjec...
Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)This paper presents a numerical ...
Steel angle sections are commonly used as beams to support distributed loads which cause biaxial ben...
High strength aluminum alloys are emerging and gaining increasing prominence in structural engineeri...
peer reviewedThe paper discusses the stability behaviour of large angle columns in high strength ste...
Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)This paper presents a numerical ...