A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Buckling and Ultimate Strength of Plate Assemblies
Corrugated Panels, Plate Girders, Box Columns, and Box Girders
Units or blocks of plate assemblies often constitute the primary strength parts in building plated structures. This chapter deals with the ultimate strength formulations for selected types of plate assemblies. It presents the ultimate strength formulations of a corrugated panel under some typical types of load application. The ultimate strength behavior of the plate girder is primarily governed by buckling of the web. Plated structures with a box‐type cross section are often used in marine and land‐based applications. Aging plate assemblies may have suffered structural degradation such as corrosion and fatigue cracks over time. The effect of accident‐related structural damage such as local denting on the ultimate strength of plate assemblies can be accounted for where the buckling and ultimate strength of damaged plate elements can be evaluated. For structural members with fatigue cracks, the cross‐sectional area associated with the cracking damage may in turn be reduced in strength calculations.
Buckling and Ultimate Strength of Plate Assemblies
Corrugated Panels, Plate Girders, Box Columns, and Box Girders
Units or blocks of plate assemblies often constitute the primary strength parts in building plated structures. This chapter deals with the ultimate strength formulations for selected types of plate assemblies. It presents the ultimate strength formulations of a corrugated panel under some typical types of load application. The ultimate strength behavior of the plate girder is primarily governed by buckling of the web. Plated structures with a box‐type cross section are often used in marine and land‐based applications. Aging plate assemblies may have suffered structural degradation such as corrosion and fatigue cracks over time. The effect of accident‐related structural damage such as local denting on the ultimate strength of plate assemblies can be accounted for where the buckling and ultimate strength of damaged plate elements can be evaluated. For structural members with fatigue cracks, the cross‐sectional area associated with the cracking damage may in turn be reduced in strength calculations.
Buckling and Ultimate Strength of Plate Assemblies
Corrugated Panels, Plate Girders, Box Columns, and Box Girders
Paik, Jeom Kee (author)
2018-03-28
35 pages
Article/Chapter (Book)
Electronic Resource
English
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