The Effect of Steel Fibre-Reinforced Grout on the Tension Stiffening Behaviour of Reinforced Concrete Masonry
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This thesis presents the results of an experimental program designed to investigate the influence of steel fibre reinforced grout on the tension stiffening effect in reinforced concrete masonry. In particular; variables such as steel fibre content, steel reinforcement ratio, unit type, fibre aspect ratio and loading type are investigated to determine their effect on the tension stiffening behavior of steel fibre reinforced concrete masonry.
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Copyright © 2014 the author(s). Theses may be used for non-commercial research, educational, or related academic purposes only. Such uses include personal study, research, scholarship, and teaching. Theses may only be shared by linking to Carleton University Institutional Repository and no part may be used without proper attribution to the author. No part may be used for commercial purposes directly or indirectly via a for-profit platform; no adaptation or derivative works are permitted without consent from the copyright owner.
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- 2014
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