CIVIL PROJECTS

SP011 – Performance of Innovative and Durable CFCC Prestressed and Reinforced Beams Under Shear

ABSTRACT: A trial examination was completed to assess the shear execution of creative consumption safe carbon fiber composite link (cFcc) prestressed decked knob t shafts. two 12.2 m (40 ft.) long bars were built, instrumented, and tried under shear stack, one pillar was given cFcc flexural support and the other bar with ordinary steel fortification. […]