In structural engineering, the Flat Slab is identified as a slab which is supported generally without beams by columns with or without column heads. However, I have understood that Flat Slab designs are not quite popular in Sri Lanka, may be owing to its complexity in design, detail and construction. But things what I am going to discuss here are equally important in any other column slab design problem such as pile cap etc.
Generally the slab can be analyzed by dividing it in to longitudinal and transverse frames consisting of columns and strips of slab. This is identified as Equivalent Frame method and frames are analyzed by moment distribution. However these manual methods are things for the past. More sophisticated and user friendly Finite Element Methods (FEM) and software are widely used to solve the problem.
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| Plate mesh and the columns : STADD Pro |
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| 3D view of the Model |
However in FEM, depend on the span, sizes and thicknesses, the support moments in slab column junctions are sometimes unrealistic as compared to the results from the equivalent frame method.
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| Longitudinal Bending Moment Diagram |
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| Transverse Bending Moment Diagram |
If the FEM software is not included methods for peak smoothing, then unrealistic peak moments are common in places of slab column joints
In General, the number of elements used in a FEM model can greatly affect the accuracy of the solution. As the number of elements, or the fineness of the mesh, is increased, the accuracy of the model increases as well. However in this particular Slab Column problem finer mesh would deteriorate the quality of the results more.
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| Deflection pattern : scale is adjusted |
The solution for this problem lies on the realistic modeling of boundary conditions of the slab.
In this regard, I usually adopt two methods;
1.) As the first method, Slab may modeled as a plate/shell element while column may modeled as a three dimensional solid object. By doing so, we get closer to the real world scenario of the slab column joint. However analysis of this model may be time consuming and required higher degree of computer resources.
2.) In the second method, the flat plate is modeled as a plane of finite elements, and columns are simplified to “pin” or “fixed” supports applied at the elevation of the plane of the slab. Sometimes these supports are modeled as springs with a finite elastic stiffness to improve the behavior of the model.
In this method it is essential to connect nodes rigidly which lies within the area of the column section to the end of the frame member. This technique is otherwise referred to as a master-slave technique, where the end of the frame member column is the master joint, and the joints in the slab within the column area are slaves.
This technique offers an advantage over the use of three dimensional solids with respect to computational efficiency and Analyzing time of the model.
