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Computers and Concrete Volume 17, Number 5, May 2016 , pages 649-663 DOI: https://doi.org/10.12989/cac.2016.17.5.649 |
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Experimental study of shear behavior of planar non-persistent joint |
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Hadi Haeri, Vahab Sarfarazi and Hossein Ali Lazemi
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| Abstract | ||
| The present article discusses the effect of the ratio of bridge surface to total shear surface, number of bridge areas and normal stress on the failure behavior of the planar non-persistent open joints. Totally, 38 models were prepared using plaster and dimensions of 15 cm | ||
| Key Words | ||
| bridge area; jointed specimen; crack propagation; indirect shear loading; shear-fracture behavior | ||
| Address | ||
| Hadi Haeri: Department of Mining Engineering, Bafgh Branch, Islamic Azad University, Bafgh, Iran Vahab Sarfarazi:Department of Mining Engineering, Hamedan University of Technology, Hamedan, Iran Hossein Ali Lazemi: Department of Mining Engineering, Bafgh Branch, Islamic Azad University, Bafgh, Iran | ||