Behavior of FRP composite-strengthened beams under static and cyclic loading : summary report
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2001-06-01
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Corporate Contributors:Oregon. Dept. of Transportation. Policy and Planning ; California Polytechnic State University, San Luis Obispo. College of Engineering. Department of Civil & Environmental Engineering ; Oregon State University. Department of Civil, Construction, and Environmental Engineering ; United States. Federal Highway Administration
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Abstract:Small, concrete beams with no steel reinforcement were externally strengthened with eight different configurations of fiber reinforced polymer composites. The reinforcement configurations consisted of high and low modulus epoxy, high and low modulus fiber, and 1 and 2 composite layers.
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