A parametric study, using the FEM-software package ABAQUS, validated on experimental results found by Abspoel, was conducted on S690 steel plate girders to address if the results of the previous researches was valid. Using a slightly different analytical model the results show the maximum web slenderness of this steel grade in both 6000 mm2 and 12000mm2 was the same. It was shown that the maximum bending moment was found when the top flange was able to yield, shortly followed by sudden collapse.A new parametric study, to expend the optimizing plate girders using S890 steel was conducted as well to address the usefulness of steels with higher yield strength in plate girders subjected to bending. This study again used the geometry used by Abs...
The flexural strength and ductility of steel girders is dependent upon many factors including cross ...
This paper describes a numerical study on the section moment capacity of a doubly symmetric hollow f...
This paper describes a numerical study on the section moment capacity of a doubly symmetric hollow f...
In many steel structures like buildings, industrial halls and bridges, standardized hot-rolled secti...
In many steel structures like buildings, industrial halls and bridges, standardized hot-rolled secti...
In many steel structures like buildings, industrial halls and bridges, standard hot-rolled sections ...
In a material economy driven plate girder design, the lever arm between the flanges will increase. T...
In a material economy driven plate girder design, the lever arm between the flanges will increase. T...
In a material economy driven plate girder design, the lever arm between the flanges will increase. T...
This paper is about the laser measurements as part of the research on the distribution of a certain ...
This paper is about the laser measurements as part of the research on the distribution of a certain ...
This research offers experimental and numerical study for the ultimate strength analysis and post bu...
This work aims to prove that the strict initial imperfection tolerance limits proposed by the Americ...
The flexural strength and ductility of steel girders is dependent upon many factors including cross ...
The flexural strength and ductility of steel girders is dependent upon many factors including cross ...
The flexural strength and ductility of steel girders is dependent upon many factors including cross ...
This paper describes a numerical study on the section moment capacity of a doubly symmetric hollow f...
This paper describes a numerical study on the section moment capacity of a doubly symmetric hollow f...
In many steel structures like buildings, industrial halls and bridges, standardized hot-rolled secti...
In many steel structures like buildings, industrial halls and bridges, standardized hot-rolled secti...
In many steel structures like buildings, industrial halls and bridges, standard hot-rolled sections ...
In a material economy driven plate girder design, the lever arm between the flanges will increase. T...
In a material economy driven plate girder design, the lever arm between the flanges will increase. T...
In a material economy driven plate girder design, the lever arm between the flanges will increase. T...
This paper is about the laser measurements as part of the research on the distribution of a certain ...
This paper is about the laser measurements as part of the research on the distribution of a certain ...
This research offers experimental and numerical study for the ultimate strength analysis and post bu...
This work aims to prove that the strict initial imperfection tolerance limits proposed by the Americ...
The flexural strength and ductility of steel girders is dependent upon many factors including cross ...
The flexural strength and ductility of steel girders is dependent upon many factors including cross ...
The flexural strength and ductility of steel girders is dependent upon many factors including cross ...
This paper describes a numerical study on the section moment capacity of a doubly symmetric hollow f...
This paper describes a numerical study on the section moment capacity of a doubly symmetric hollow f...