1. Bažant, Z. P., “Size Effect in Blunt Fracture: Concrete, Rock, Metal,” J. Engrg. Mech., ASCE Vol. 110, 1984, 518–535.
2. Bažant, Z. P.,“Fracture Mechanics and Strain-Softening of Concrete,” in Proceedings, U. S. — Japan Seminar on Finite Element Analysis of Reinforced Concrete Structure, held in Tokyo in May 1985, publ. by ASCE, New York, 1986, pp. 121–150.
3. Bažant, Z. P.,“Comment on Hillerborg’s Comparison of Size Effect Law with Fictitions Crack Model,” in Dei Poli Anniversary Volume, L. Cedolin, Ed., Politecnico di Milano, Milano, 1985, pp. 335–338.
4. Hillerborg, A.,“A Comparison Between the Size Effect Law and the Fictitious Crack Model”,ibid. ,pp. 331–334.
5. Bažant, Z. P., and Kim, J. K., Discussion Closure to “Size Effect in Shear Failure of Longitudinally Reinforced Beams,” Am. Concrete Institute Journal, Vol. 81, July-August 1985, pp. 580–538.