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Behavior of FRP Composite-Strengthened Beams under Static and Cyclic Loading.Summary Report

机译:玻璃钢复合加固梁在静载荷和循环荷载作用下的性能。综述

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摘要

Small, concrete beams with no steel reinforcement were externally strengthenedwith 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. Load capacity tests were conducted for all eight configurations, and fatigue tests were conducted for two of the configurations. Beams with the higher modulus epoxy had more load capacity than beams with the lower modulus epoxy. However, this enhancement decreased as the failure mode changed from flexural failure to less desirable failure modes. The modulus of the resin had no effect on beam stiffness. The fatigue strength of the beams was strongly dependent on that load capacity of the beams; consequently, higher modulus epoxy could improve the fatigue performance of concrete beams.

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