Topics
finite elementTopical concept
General recommendations is being developed for smoothing of concentrations of cross-sectional moments and shear forces, obtained from linear finite element (FE) analysis of concrete bridges. Assessment, as well as design is treated for both ultimate limit state (ULS) and service limit state (SLS). The study is focused on slab bridges, and on the moments and shear forces at concentrated supports. Concentrations due to both geometrical simplifications material simplifications, introduced through linear elasticity, is treated
Synopsis: This paper presents a new approach for the evaluation of the effective width for the anal...
Analyses of existing bridges are conducted for different reasons such as load rating and retrofit si...
A distinct difference between forces, especially bending moments, in slabs of slab-and-beam deck of ...
General recommendations is being developed for smoothing of concentrations of cross-sectional moment...
In the bridge design community the usage of 3D finite element analyses has increased substantially ...
Existing reinforced concrete solid slab bridges in the Netherlands are re-assessed for shear based o...
In the bridge design community the usage of 3D finite element analyses has increased substantially i...
The finite element method is increasingly used for design of reinforced concrete structures. Threedi...
The paper investigates the design of continuous steel-concrete composite beams using the elastic ana...
The capacity of reinforced concrete solid slab bridges in shear is assessed by comparing the design ...
Reinforced concrete members can utilize their load carrying capacity by the redistribution of momen...
Bridge deck slabs are critical to the load-carrying capacity of bridges. The existing procedures for...
The paper investigates the design of continuous steel-concrete composite beams using the elastic ana...
Simplified code provisions can be used for the analysis and design of straight slab bridges. However...
For an initial design or assessment of a reinforced concrete solid slab bridge, spreadsheet-based or...
Synopsis: This paper presents a new approach for the evaluation of the effective width for the anal...
Analyses of existing bridges are conducted for different reasons such as load rating and retrofit si...
A distinct difference between forces, especially bending moments, in slabs of slab-and-beam deck of ...
General recommendations is being developed for smoothing of concentrations of cross-sectional moment...
In the bridge design community the usage of 3D finite element analyses has increased substantially ...
Existing reinforced concrete solid slab bridges in the Netherlands are re-assessed for shear based o...
In the bridge design community the usage of 3D finite element analyses has increased substantially i...
The finite element method is increasingly used for design of reinforced concrete structures. Threedi...
The paper investigates the design of continuous steel-concrete composite beams using the elastic ana...
The capacity of reinforced concrete solid slab bridges in shear is assessed by comparing the design ...
Reinforced concrete members can utilize their load carrying capacity by the redistribution of momen...
Bridge deck slabs are critical to the load-carrying capacity of bridges. The existing procedures for...
The paper investigates the design of continuous steel-concrete composite beams using the elastic ana...
Simplified code provisions can be used for the analysis and design of straight slab bridges. However...
For an initial design or assessment of a reinforced concrete solid slab bridge, spreadsheet-based or...
Synopsis: This paper presents a new approach for the evaluation of the effective width for the anal...
Analyses of existing bridges are conducted for different reasons such as load rating and retrofit si...
A distinct difference between forces, especially bending moments, in slabs of slab-and-beam deck of ...
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