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Skip to Search Results- 4Shear
- 2Concrete
- 1A/d ratio
- 1ASTM A1035 Grade 690 steel
- 1Air-void characteristics
- 1Analytical Shear Modeling
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Spring 2012
The present study has focused on the effects of Powdered Activated Carbon (PAC) in fly ash on the air-entraining admixture demand and consequent properties of concrete. An extensive laboratory test program was completed during this investigation. Three series of mixes were designed to evaluate...
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Fall 2010
Concrete deep beams with small shear span-to-depth (a/d) ratios are common elements in structures. However, there are few experimental results on the behaviour of FRP reinforced concrete deep beams and no specific modelling techniques exist in design codes for such members. The objectives of this...
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Fall 2010
This study assesses the suitability of four sectional shear methods for predicting the shear capacity of reinforced concrete members which do not comply with S6-06 Section 14 stirrup spacing and area requirements. The results of the evaluations indicate that the sectional shear provisions in...
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Spring 2012
Combining steel fiber reinforced concrete (SFRC) and high strength longitudinal reinforcement in a structural member creates the potential for increased strength and durability compared to conventional reinforced concrete members. There is however limited research into the structural behaviour...
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Fall 2012
Hooked end steel fibers were included between 0~1% by volume to provide enhanced shear resistance to three different types of steel fiber reinforced concrete (SFRC) namely, a regular concrete mix, a lightweight aggregate mix and a high strength mix. The test results at the material scale showed a...