Stress-Strain Behavior of Grouted Hollow Unit Masonryby Gregory R. Kingsley, Atkinson-Noland & Associates, Inc, Boulder, CO, USA,
R. H. Atkinson, Atkinson-Noland & Associates, Inc, Boulder, CO, USA,
Abstract: Experimental results from axial stress-strain tests including post-peak response on hollow unit masonry prisms are compared to those of previous researchers.
Subject Headings: Stress strain relations | Masonry | Material tests | Axial forces | Grouting | Prism | Material properties
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