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Frontiers of Structural and Civil Engineering >> 2019, Volume 13, Issue 6 doi: 10.1007/s11709-019-0580-0
Investigation on modeling parameters of concrete beams reinforced with basalt FRP bars
Civil Engineering Department, Queen’s University, Kingston, ON K7N 3N6, Canada
Abstract
Keywords
basalt Fiber-reinforced polymer bars ; reinforced concrete beams ; finite element analysis ; damaged plasticity model ; design codes
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