Influence of Boundary Conditions on Strain Softening in Concrete Compression Test

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Abstract
How do boundary conditions influence strain localization in concrete loaded in compression? To answer this question, compressive tests were performed on prismatic specimens of mortar. The blocking or nonblocking of rotation of the top platen of the press and the use or absence of an antifriction system have led us to consider four different boundary conditions. The onset of strain localization and its development in the course of loading are determined by the stereophotogrammetric method. The results obtained show that rotation (when it is free) always starts after the peak load. The postpeak portion of the load‐displacement curve depends to a very large extent on the boundary conditions: the use of an antifriction system increases the mean slope of this part. But, on the other hand, the onset of strain localization occurs at the peak, whatever the boundary conditions.

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