Numerical Modelling of High Strength Fibre-Concrete’s Columns in Multi-Storey Building

IOP Conference Series: Materials Science and Engineering. Vol.660: 4th International Conference on Innovative Materials, Structures and Technologies (IMST 2019) 2019
Jānis Šliseris, Karīna Buka-Vaivade

The complexity of architecture is continuously growing. Therefore, it is necessary to develop a new construction system with complicated topology using less human work. A fibreconcrete is very promising material to solve those problems. However, design methods of fibreconcrete load bearing structures such as columns are not well developed. Therefore, a new numerical simulation framework is proposed for analysis of fibre-concrete structures macro scale. The method can take into account non-linear post-cracking behaviour of fibre concrete. This includes local fibre orientation in thin elements, anisotropic continuum damage models on different scales, efficient meso-scale fibre orientation prediction tools and others. The proposed method is used to analyse building’s columns where part of structural elements is made from fibre-concrete. The effectiveness of fibre-concrete is estimated and proposed a guideline for optimal design using fibre-concrete.

Keywords
High performance fiber reinforced concrete, numerical modelling, compression stress, validation, optimal design
DOI
10.1088/1757-899X/660/1/012062
Hyperlink
https://iopscience.iop.org/article/10.1088/1757-899X/660/1/012062/pdf

Šliseris, J., Buka-Vaivade, K. Numerical Modelling of High Strength Fibre-Concrete’s Columns in Multi-Storey Building. In: IOP Conference Series: Materials Science and Engineering. Vol.660: 4th International Conference on Innovative Materials, Structures and Technologies (IMST 2019), Latvia, Riga, 25-27 September, 2019. Bristol: IOP Publishing Ltd, 2019, Article number 012062. ISSN 1757-8981. e-ISSN 1757-899X. Available from: doi:10.1088/1757-899X/660/1/012062

Publication language
English (en)