Numerical Model for Minimizing Risk of Damage in Repair System

Author:

Martinola Giovanni123,Sadouki Hamid123,Wittmann Folker H.123

Affiliation:

1. Res. Engr., Lab. for Build. Mat., Swiss Fed. Inst. of Technol., Zürich, Switzerland, ETHZ CH-8093 Zürich. E-mail: martinola@ibwk.baug.ethz.ch

2. Sr. Res. Engr., Lab. for Build. Mat., Swiss Fed. Inst. of Technol., Zürich, Switzerland, ETHZ CH-8093 Zürich.

3. Prof. and Dir., Lab. for Build. Mat., Swiss Fed. Inst. of Technol., Zürich, Switzerland, ETHZ CH-8093 Zürich.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference18 articles.

1. Bazant Z. P. ( 1988). “Material models for structural analysis.” Mathematical modelling of creep and shrinkage of concrete Z. P. Bazant ed. Wiley New York.

2. Bazant Z. P. and Oh B. H. ( 1983). “Crack band theory for fracture of concrete.” Mat. and Struct. Paris 16 155–172.

3. DIANA Users' manual—Release 6.1 . (1996). Diana Analysis BV Delft The Netherlands.

4. Emmons P. H. McDonald J. E. and Vaysburd A. M. ( 1993). “Some compatibility problems in repair of concrete structures—A fresh look.” Proc. 3rd Int. Colloquium on Mat. Sci. and Restoration Vol. 1 Expert Verlag 836–857.

5. Hillerborg A. Modéer M. and Petersson P. E. ( 1976). “Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements.” Cement and Concrete Res. 6 773–782.

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