Johan Blaauwendraad | Delft University of Technology (original) (raw)
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Washington University in St. Louis
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Papers by Johan Blaauwendraad
Structural Engineering International, 1993
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
This is the first chapter on FE-based analysis of plate bending. We include this for in-depth und... more This is the first chapter on FE-based analysis of plate bending. We include this for in-depth understanding of the nature of the approximation. The Finite Element Method does not violate the kinematic and constitutive relationships, but satisfies equilibrium conditions only in an average sense. We will investigate to what extent equilibrium is maintained. The shape of the plate is purposely chosen so that all kinds of boundary conditions can be included. For the goal of this Chapter we choose a coarse mesh. When discussing real structural problems in subsequent chapters, we will apply finer meshes. The chosen concrete structure is shown in Figure 12.1, with a set of axes x,y in the horizontal plane, shown in the left-hand top corner. The slab has 40 elements and 55 nodes. The nodes and elements are numbered. Element numbers are put in a frame throughout the whole chapter, to distinguish them from node numbers.
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Journal of Constructional Steel Research, 2009
Engineering Structures, 2008
In the paper [Aristizabal-Ochoa JD. Slopedeflection equations for stability and second-order ana... more In the paper [Aristizabal-Ochoa JD. Slopedeflection equations for stability and second-order analysis of Timoshenko beamcolumn structures with semi-rigid connections. Eng Struct 2008; 30 (9)] the Haringx stability theory is chosen. In the present paper it is shown ...
Engineering Structures, 2007
Structural Engineering International, 1993
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
This is the first chapter on FE-based analysis of plate bending. We include this for in-depth und... more This is the first chapter on FE-based analysis of plate bending. We include this for in-depth understanding of the nature of the approximation. The Finite Element Method does not violate the kinematic and constitutive relationships, but satisfies equilibrium conditions only in an average sense. We will investigate to what extent equilibrium is maintained. The shape of the plate is purposely chosen so that all kinds of boundary conditions can be included. For the goal of this Chapter we choose a coarse mesh. When discussing real structural problems in subsequent chapters, we will apply finer meshes. The chosen concrete structure is shown in Figure 12.1, with a set of axes x,y in the horizontal plane, shown in the left-hand top corner. The slab has 40 elements and 55 nodes. The nodes and elements are numbered. Element numbers are put in a frame throughout the whole chapter, to distinguish them from node numbers.
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Solid Mechanics and Its Applications, 2009
Journal of Constructional Steel Research, 2009
Engineering Structures, 2008
In the paper [Aristizabal-Ochoa JD. Slopedeflection equations for stability and second-order ana... more In the paper [Aristizabal-Ochoa JD. Slopedeflection equations for stability and second-order analysis of Timoshenko beamcolumn structures with semi-rigid connections. Eng Struct 2008; 30 (9)] the Haringx stability theory is chosen. In the present paper it is shown ...
Engineering Structures, 2007