Speaker
Noman Jabbar
Description
This research concentrates on a stochastic analysis of space-fractional truss model,a special case of space-fractional Euler-Bernoulli beam. The analysis assumes that the applied loads or length scale or order of continua are random (normal distribution). The main outcome is the answer to the question on the distribution of deflection and normal forces at selected points of truss structure. Furthermore, the analysis of the coefficient of variation, skewness, flatness, kurtosis are shown, and the safety measure is estimated.
Acknowledgement : This research was funded in whole by the National Science Centre, Poland, grant number 2023/51/b/st8/01062.
