Stress, Strain and fissurability in concrete
DOI:
https://doi.org/10.3989/ic.1975.v27.i267.2903Abstract
This work insists on the concept of «limit for intensive cracking» of concrete and in the non-destructive criteria for determining it. On the other hand a brief revision is made of the theories that refer to the macrostructure of the pastes and its influence on the failure mechanism, according to the most commonly accepted hypothesis.
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Copyright (c) 1975 Consejo Superior de Investigaciones Científicas (CSIC)
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