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Trial and error are used to obtain the most suitable mesh size.
However the realistic model has some limitations including long calculation time and difficulties of generating a suitable mesh.
At first, we approximate the singular kernel by choosing suitable mesh points and multi-wavelet bases then, Galerkin method is used for solving integral equations.
At first, we approximate logarithmic kernel using suitable mesh points and multi-wavelet basis, and then, we use Galerkin method to solve (1).
A geometric model developed to represent the geology and engineering structures should incorporate the geological realities and should allow suitable mesh generation to perform numerical stress analysis.
The algorithm is designed to make minimal updates to the mesh between each step whilst preserving a suitable mesh quality that retains accuracy in the stress results.
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Knowledge of its mechanical behavior is essential to design suitable meshes and reduce the risk of recurrence.
Suitable meshing for the model and assigning suitable structural elements for the components were applied as the following: For beams sections by the form of C3D8R elements (3D continual element with 8 nodes for integration) and for placing bars, axial elements of B31 and also for polymer sheets S8R (surface element with 8 nodes of integration) have been used.
As 3DSOM required an average processing time of 15 minutes to reconstruct suitable meshes, a special focus will be placed on the efficiency of the reconstruction scheme developed.
When importing a coordination view IFC into calculation software, the discretization of architectural models into FEM-suitable meshes is carried out within the import and is hence forced to accept the model geometry "as it is".
The basic simulation step has to find the suitable computational mesh cells or grid independency test (5,000, 10,000, 15,000 and 20,000 cells) and compare the simulation result with the real experimental result.
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