Concrete cracks on the tension face of beams in uniaxial bending are interp
reted as a non-Fickian diffusive phenomenon resulting from a self-affine ra
ndom fractal process. It is shown how a complete spatial description of the
cracking geometry can be found from experimental data using both a (Hurst)
scaling exponent and a diffusion-type coefficient. Once determined experim
entally, these parameters are used to synthesize cracking patterns using fr
actional Brownian motion functions. In addition, it is shown how an effecti
ve Fokker-Planck diffusion equation can be used to describe the spatial geo
metry of the cracking.