Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 (Autor:in) / Evan C Bentz / Phillip T Quach / Giorgio T Proestos
2015
Aufsatz (Zeitschrift)
Englisch
Predicting the shear strength of thick slabs
| TIBKAT | 2018
One-Way Shear Strength of Thick Slabs and Wide Beams
| Online Contents | 2006
Discussion - One-Way Shear Strength of Thick Slabs and Wide Beams.
| Online Contents | 2007
Effect of Aggregate Size on Beam-Shear Strength of Thick Slabs.
| Online Contents | 2008
Effect of Aggregate Size on Beam-Shear Strength of Thick Slabs
| Online Contents | 2007