Flexural behavior of RC beams retrofitted with ultra-high strength concrete
Abstract
The performance of popular techniques of rehabilitation and strengthening of concrete elements using externally bonded steel plates and fiber-reinforced plastic (FRP) laminates has been extensively investigated and several de-lamination failures have been reported primarily due to the mismatch of their tensile strength and stiffness with that of the concrete structure. To overcome some of these drawbacks, this paper critically examines the...
Paper Details
Title
Flexural behavior of RC beams retrofitted with ultra-high strength concrete
Published Date
Jun 1, 2018
Volume
175
Pages
815 - 824
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