Comparison of two UHPFRC premixes blast resistance with the commonly used concrete based on the failure mode prediction

FIBRE CONCRETE 2019

土木建筑工程

Janota, O.^1 ; Bonnet, E.^2 ; Foglar, M.^1

Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7/2077, Prague 6

166 29, Czech Republic^1

RandD Lafargeholcim, 95 rue du Montmurier, Saint Quentin Fallavier, France^2

关键词: Crack patterns;    Explosive charges;    Ultra high performance;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/596/1/012017/pdf
DOI  :  10.1088/1757-899X/596/1/012017

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

This paper presents results of extensive experimental programme which took place in 2019. Two proprietary ultra-high performance fibre reinforced composite materials were tested for their blast (contact and close-in) resistance. In total, twenty-eight specimens were tested. Specimens were loaded with explosive charge of weight of 100 - 1000 g in various distances. All specimens were visually evaluated for the damage extend, failure mode and crack pattern. Results from the experiment were compared to the results available in literature for normal strength reinforced concrete. Results showed that both tested premixes performed better than ordinary mixtures in terms of blast resistance. Difference between tested materials and commonly used mixture are described as well. Finally, both materials were compared from the material properties point of view as well as by their blast resistance performance.