Modeling of Damage in Cement-Based Materials Subjected to External Sulfate Attack. I: Formulation

Author:

Tixier Raphaël1,Mobasher Barzin2

Affiliation:

1. Materials Engineer, Western Technologies, Inc., Phoenix, AZ 85040.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ 85287-5306.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Atkinson A. Haxby A. and Hearne J. A. (1988). “The chemistry and expansion of limestone-portland cement mortars exposed to sulphate-containing solutions.” NIREX Rep. NSS/R127 Nirex Harwell Oxfordshire U.K.

2. Atkinson A. and Hearne J. A. (1989). “Mechanistic model for the durability of concrete barriers exposed to sulfate-bearing groundwaters.” Scientific basis for nuclear waste management XIII V. M. Oversby and P. W. Brown eds. Materials Research Society Pittsburgh 149–156.

3. Bentz D. P. Clifton J. R. Ferraris C. F. and Garboczi E. J. (1999). “Transport properties and durability of concrete: Literature review and research plan.” NISTIR 6395 NIST Gaithersburg Md.

4. Boehm M. and Rosen I. G. (1997). “Global weak solutions and uniqueness for a moving boundary problem for a coupled system of quasilinear diffusion-reaction equations arising as a model of chemical corrosion of concrete surfaces.” Preprint series: Institut für Mathematik Humboldt-Universität Berlin.

5. Clifton J. R. (1991). “Predicting the remaining service life of concrete.” NISTIR 4712 NIST Gaithersburg Md.

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