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Skip to Search Results- 1Andermatt, Matthias
- 1Baron Bello, Ambar Lennon
- 1Bhargava, Aakanksha
- 1Bhattacharya, Sanjay
- 1Bindiganavile, V.S.
- 1Desalegne, Admasu S
- 4Lubell, Adam (Civil and Environmental Engineering)
- 2Bindiganavile, Vivek (Civil and Environmental Engineering)
- 1Chan, Dave H. (Civil and Environmental Engineering)
- 1Cruz-Noguez, Carlos (Civil and Environmental Engineering)
- 1Dr. Roger Cheng
- 1Driver, Robert (Civil and Environmental Engineering)
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Shear Behaviour of Concrete Slabs and Beams Reinforced with High-Performance ASTM A1035 Steel
DownloadFall 2013
High-performance steel bars manufactured to conform to ASTM A1035-11 have different metallurgy and microstructure than conventional reinforcing steel. These changes result in an effective yield strength significantly higher than conventional ASTM A615 steel while also being less susceptible to...
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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...
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Spring 2022
Naphthenic Froth Treatment (NFT) is employed to remove water droplets and solids from the bitumen froth recovered from the extracted oilsands ore. In the process, bitumen froth is diluted with naphtha to reduce the viscosity and induce density difference to promote settling of water droplets and...
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Fall 2014
For some geotechnical design projects where soils are exposed to vibration, it becomes necessary to evaluate the strength and deformation characteristics of the soil under existing and/or anticipated vibrations. This thesis presents a summary of an experimental program performed to investigate...
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Fall 2010
Ductile steel plate shear walls are an established lateral load resisting system. Past research indicates that cold-rolled infill panels less than 1 mm in thickness present one solution to an overstrength problem arising from selecting an infill panel thickness based on ease of welding and...