Computational & Technology Resources
an online resource for computational,
engineering & technology publications |
|
Civil-Comp Proceedings
ISSN 1759-3433 CCP: 69
COMPUTATIONAL CONCRETE STRUCTURES TECHNOLOGY Edited by: Z. Bittnar and B.H.V. Topping
Paper I.2
Mesh Generation and Mesh Refinement Procedures in the Analysis of Concrete Shells R. Lackner and H.A. Mang
Institute for Strength of Materials, Vienna University of Technology, Vienna, Austria R. Lackner, H.A. Mang, "Mesh Generation and Mesh Refinement Procedures in the Analysis of Concrete Shells", in Z. Bittnar, B.H.V. Topping, (Editors), "Computational Concrete Structures Technology", Civil-Comp Press, Edinburgh, UK, pp 9-22, 2000. doi:10.4203/ccp.69.1.2
Abstract
In this paper, a mesh generation and mesh refinement procedure
for adaptive finite element (FE) analyses of real-life surface
structures is proposed. For mesh generation, the advancing
front method (AFM) is employed. FE meshes of curved
structures are generated in the respective 2D parametric space
of the structure. Thereafter, the 2D mesh is mapped onto the
middle surface of the structure. For mesh refinement, two different
modes, namely uniform and adaptive mesh refinement,
are considered. Remeshing in the context of adaptive mesh
refinement is controlled by the spatial distribution of the estimated
error of the FE results. Depending on this distribution.
remeshing may result in a partial increase and decrease, respectively,
of the element size. In contrast to adaptive mesh
refinement, uniform mesh refinement is characterized by a reduction
of the element size in the entire domain. The different
refinement strategies are applied to ultimate load analysis of a
retrofitted cooling tower. The influence of the underlying FE
discretization on the numerical results is investigated.
purchase the full-text of this paper (price £20)
go to the previous paper |
|