Affiliation:
1. VSB - Technical University of Ostrava
Abstract
The purpose of this paper is to compare calculation of internal forces and deformations of slabs for two calculation methods: the finite element method and the finite difference method. Two concrete slabs have been analysed. In the case of the finite element method, different element mesh are used, providing, thus, solutions in different variants. The calculation and algorithms is based on a thin slab theory. Variants calculate in program Scia Engineer effects of shearing forces by means of the Midlins theory or thin slab theory. Algorithms for the calculation were developed in Matlab.
Publisher
Trans Tech Publications, Ltd.
Reference12 articles.
1. CEB - FIP Model Code 1990: Design Code. Commitee Euro-International du Beton, Thomas Telford, (1993).
2. C.K. Kim, M.H. Hwang, Non-linear analysis of skew thin plate by finite difference Metod. Journal Of Mechanical Science And Technology, 2012, Vol. 26, Iss. 4, pp.1127-1132. DOI: 10. 1007/s12206-012-0226-9.
3. W., F. Chen, Plasticity in Reinforced Concrete. Mc. New York: Graw Hill, (1982).
4. R. Cajka, K. Burkovic, Coupled timber-concrete ceiling using bonded shear connectors. International Conference on Future Energy and Materials Research. Advanced Materials Research, Vol. 772, 2013, pp.130-135.
5. Dan-Vasile Bompa, Traian Onen, Non-linear Behaviour in Advanced Analysis of Reinforced Concrete. In Proceedings of the 11th WSEAS International Conference on Sustainability in Science Engineering, pp.141-146. ISBN 978-960-474-080-2.
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献