Article ID Journal Published Year Pages File Type
7884333 Cement and Concrete Composites 2015 29 Pages PDF
Abstract
The improved numerical model is used to analyze the shear behaviour of a steel fibre reinforced concrete beam. The numerical simulations are compared with the experimental results in terms of the beam's global behaviour and the cracking process (number of cracks, spacing and opening). The numerical and experimental results agree well.
Keywords
Related Topics
Physical Sciences and Engineering Engineering Industrial and Manufacturing Engineering
Preview
Probabilistic numerical modelling of cracking in steel fibre reinforced concretes (SFRC) structures
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