A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Determination of Effective Breadth Width of Steel Plate‐Stiffener Based on Nonlinear FE Analysis
ABSTRACTSteel plate‐stiffener systems are widely used in civil engineering applications especially for offshore and onshore oil and gas production facilities as blast walls and blast resistant steel modular structures, and in naval and aerospace engineering applications. Such structures are typically designed based on effective breadth width concept, which enables designer to estimate behaviour of the structure by use of simple beam theory. Although, most of design guidelines for breadth width are based on several idealized steel plate behaviour, the actual behaviour of steel plate is much more complex due to nonlinear 3D stress distribution and stress transfer between the stiffeners and plate. In this study, three prototype blast wall structures were designed with varying plate thickness and stiffener properties. The walls nonlinear behaviour including force‐deflection and longitudinal stress distribution through plate thickness and along plate width were investigated under out‐of‐plane static loading. The longitudinal stress distribution at different stress levels (i.e., elastic and several plastic levels) was used to determine effective breadth width. In addition, computed force‐deflection curves of walls and corresponding simple beams with different breadth widths were compared to verify computed breadth widths. The outcomes of this study indicate that computation of effective breadth width is much more complex and highly depends on stress levels and relative stiffness of plate and stiffeners.
Determination of Effective Breadth Width of Steel Plate‐Stiffener Based on Nonlinear FE Analysis
ABSTRACTSteel plate‐stiffener systems are widely used in civil engineering applications especially for offshore and onshore oil and gas production facilities as blast walls and blast resistant steel modular structures, and in naval and aerospace engineering applications. Such structures are typically designed based on effective breadth width concept, which enables designer to estimate behaviour of the structure by use of simple beam theory. Although, most of design guidelines for breadth width are based on several idealized steel plate behaviour, the actual behaviour of steel plate is much more complex due to nonlinear 3D stress distribution and stress transfer between the stiffeners and plate. In this study, three prototype blast wall structures were designed with varying plate thickness and stiffener properties. The walls nonlinear behaviour including force‐deflection and longitudinal stress distribution through plate thickness and along plate width were investigated under out‐of‐plane static loading. The longitudinal stress distribution at different stress levels (i.e., elastic and several plastic levels) was used to determine effective breadth width. In addition, computed force‐deflection curves of walls and corresponding simple beams with different breadth widths were compared to verify computed breadth widths. The outcomes of this study indicate that computation of effective breadth width is much more complex and highly depends on stress levels and relative stiffness of plate and stiffeners.
Determination of Effective Breadth Width of Steel Plate‐Stiffener Based on Nonlinear FE Analysis
ce papers
Erkmen, Bulent (author) / Kilic, Burak Talha (author)
ce/papers ; 3 ; 829-834
2019-09-01
Article (Journal)
Electronic Resource
English
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