Affiliation:
1. Technical University of Ostrava
Abstract
The paper deals with the designing and analysing of concrete structures. A particular attention is paid to a multi-segment slab made from reinforced concrete. The purpose of the paper is to evaluate, in a non-linear analysis, impacts of input parameters of the concrete on the real load-carrying capacity of the ceiling which has been designed originally in DeMKP. FEM software applications have been used in the analysis. This is an in-house application DeMKP for designing the systems in line with standardised procedures. Another software is ATENA Science which can be used for non-linear analyses.
Publisher
Trans Tech Publications, Ltd.
Reference16 articles.
1. CEB-FIB Model Code for Concrete Structures 2010, fib - International Federation for Structural Concrete, Ernst & Sohn, (2013).
2. Information on http: /www. scia-online. com.
3. ANSYS, RELEASE 11 DOCUMENTATION FOR ANSYS, SAS IP, INC., (2007).
4. C.K. Kim, M.H. Hwang, Non-linear analysis of skew thin plate by finite difference Metod, Journal Of Mechanical Science And Technology. 26 (2012), 4, 1127-1132.
5. W. F. Chen, Plasticity in Reinforced Concrete, Mc. Graw Hill, New York, (1982).