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A platform for research: civil engineering, architecture and urbanism
Buckling and Ultimate Strength of Plate–Stiffener Combinations
Beams, Columns, and Beam–Columns
In the ultimate limit state (ULS) design, one primary task is to accurately calculate the buckling and plastic collapse strength of the structural members. This chapter describes the ultimate strength formulations of the plate‐stiffener combination model under a variety of loading and end conditions. It shows the geometric configurations of typical plate‐stiffener combination sections together with their attached effective plating. The Perry‐Robertson formulation method shows that the plate‐stiffener combination model collapses when the maximum compressive stress at the extreme fiber reaches the yield strength of the material. The plate‐stiffener combination model for plated structures is likely to be subjected to various types of loads, such as axial compression/tension, concentrated or distributed lateral load, and end moment. The cross‐sectional capacities of the plate‐stiffener combination model at either first or full yield are described under axial load, sectional shear, bending, or a combination of these.
Buckling and Ultimate Strength of Plate–Stiffener Combinations
Beams, Columns, and Beam–Columns
In the ultimate limit state (ULS) design, one primary task is to accurately calculate the buckling and plastic collapse strength of the structural members. This chapter describes the ultimate strength formulations of the plate‐stiffener combination model under a variety of loading and end conditions. It shows the geometric configurations of typical plate‐stiffener combination sections together with their attached effective plating. The Perry‐Robertson formulation method shows that the plate‐stiffener combination model collapses when the maximum compressive stress at the extreme fiber reaches the yield strength of the material. The plate‐stiffener combination model for plated structures is likely to be subjected to various types of loads, such as axial compression/tension, concentrated or distributed lateral load, and end moment. The cross‐sectional capacities of the plate‐stiffener combination model at either first or full yield are described under axial load, sectional shear, bending, or a combination of these.
Buckling and Ultimate Strength of Plate–Stiffener Combinations
Beams, Columns, and Beam–Columns
Paik, Jeom Kee (author)
2018-03-28
55 pages
Article/Chapter (Book)
Electronic Resource
English
Buckling and Ultimate Strength of Plate Assemblies
| Wiley | 2018
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| British Library Conference Proceedings | 1999