Peter Grassl
- Influence of aggregate size and volume fraction on shrinkage induced micro-cracking of concrete and mortar. In: Cement and Concrete Research, v. 40, n. 1 (January 2010). (2010):
- Damage-plastic model for concrete failure. In: International Journal of Solids and Structures, v. 43, n. 22-23 (November 2006). (2006):
- A parametric study of the meso-scale modelling of concrete subjected to cyclic compression. In: Computers and Concrete, v. 5, n. 4 (August 2008). (2008):
- Mesoscale Approach to Modeling Concrete Subjected to Thermomechanical Loading. In: Journal of Engineering Mechanics (ASCE), v. 136, n. 3 (March 2010). (2010):
- Random Lattice-Particle Simulation of Statistical Size Effect in Quasi-Brittle Structures Failing at Crack Initiation. In: Journal of Engineering Mechanics (ASCE), v. 135, n. 2 (February 2009). (2009):