CONCRETE SLABS DESIGNED WITH FINITE ELEMENT METHODS
Master's thesis
Author: Ola Enochsson and Peter Dufvenberg
Pages: 159
PDF 2.0 MB
Abstract:
Powerful numerical calculation methods like the finite element method are not recommended in design handbooks for design of slabs, In contrary, its distribution of reinforcement is considered to be unsuitable for practical use, see e.g. Hillerborg. Most FE-programs are also more adapted for analyses than for design.
the thesis main objectives were to:1.- Propose a method to deal with the in FE-analyses common problem of extreme value of moments in centre of interior columns/walls in flat slab floors
2.- Verify FEM-design's crack analysis and calculated effects of action and required reinforcement.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************