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Bond-Based Computational Mechanics Approach to Plain and Fibre Reinforced Concrete

Published online by Cambridge University Press:  21 February 2011

Piet Stroeven*
Affiliation:
Stevin Laboratory, Delft University of Technology, Stevinweg 4, 2628CN Delft The Netherlands
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Abstract

The various “building blocks” of a computational mechanics approach to plain and steel fibre reinforced concrete (SFRC) are briefly discussed. Experimental data are incorporated, as well. Theory and experiments deal with debonding as the leading mechanism of structural loosening.

Type
Research Article
Copyright
Copyright © Materials Research Society 1988

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References

REFERENCES

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