A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The Challenge of Predicting the Shear Strength of Very Thick Slabs
Shear failure of a slab with no shear reinforcement involves a flexural crack starting on the flexural tension face and becoming inclined toward the applied load as it spreads toward the flexural compression face. Because the shear failure surface involves a length along the member about equal to d, sections closer than d to the face of the support or the face of the load will not be critical.3 In Fig. 3, three sections along the east shear span are checked: [...]the long-term support of the Natural Sciences and Engineering Research Council of Canada (NSERC) is greatly appreciated.
The Challenge of Predicting the Shear Strength of Very Thick Slabs
Shear failure of a slab with no shear reinforcement involves a flexural crack starting on the flexural tension face and becoming inclined toward the applied load as it spreads toward the flexural compression face. Because the shear failure surface involves a length along the member about equal to d, sections closer than d to the face of the support or the face of the load will not be critical.3 In Fig. 3, three sections along the east shear span are checked: [...]the long-term support of the Natural Sciences and Engineering Research Council of Canada (NSERC) is greatly appreciated.
The Challenge of Predicting the Shear Strength of Very Thick Slabs
Michael P Collins (author) / Evan C Bentz / Phillip T Quach / Giorgio T Proestos
2015
Article (Journal)
English
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