Investigation of the Maximum Shear Capacity of High-strength Reinforced Concrete Beams
In 2011, Roger Xu (UToronto) carried out an experimental study to investigate shear reinforcement ratios required to cause crushing of diagonal struts in high-strength reinforced concrete I-beams. Xu’s experimental results were found to be inconclusive due to detailing issues resulting in flange spl...
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| Language: | en_ca |
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2012
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| Online Access: | http://hdl.handle.net/1807/33353 |