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

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 debond-ing as the leading mechanism of structural loosening.

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Correspondence to Piet Stroeven.

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Stroeven, P. Bond-Based Computational Mechanics Approach to Plain and Fibre Reinforced Concrete. MRS Online Proceedings Library 114, 233 (1987). https://doi.org/10.1557/PROC-114-233

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