Improved Lattice Model for Concrete Fracture

Author:

Arslan A.1,Ince R.2,Karihaloo B. L.3

Affiliation:

1. Faculty of Engineering and Architecture, Dept. of Civil Engineering Gazi Univ., 06570 Maltepe-Ankara, Turkey.

2. Faculty of Engineering, Dept. of Civil Engineering, Firat Univ., Elazig, Turkey.

3. School of Engineering, Cardiff Univ., Cardiff CF24 3TB, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference24 articles.

1. Alexander K. M. Wardlaw J. and Gilbert D. J. (1968). “Aggregate-cement bond cement paste strength and strength of concrete.” Proc. Int. Conf. on the Structure of Concrete Cement and Concrete Association 59–81.

2. Arslan A. Schlangen E. and van Mier J. G. M. (1995). “Effect of model fracture law and porosity on tensile softening of concrete.” Proc. 2nd Int. Conf. on Fracture Mechanics of Concrete and Concrete Structures FRAMCOS-2 F. H. Wittmann ed. Aedificatio Publishers Freiburg Germany 1 45–54.

3. Bazant Z. P. (1985). “Fracture in concrete and reinforced concrete.” Mechanics of geomaterials Z. P. Bazant ed. Wiley New York 259–303.

4. Determination of fracture energy properties from size effect and brittleness number.;Bazant Z. P.;ACI Mater. J.,1987

5. Random Particle Model for Fracture of Aggregate or Fiber Composites

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