出版社：Empresa de Proyectos de Arquitectura e Ingeniería de Matanzas
摘要：...
其他摘要：The use of the compound materials or CFRP (Carbon Fiber Reinforced Polymer) for the reinforcement to flexion of structural elements is a technical employee at numerous countries. The utilization in the rehabilitation of elements of reinforced concrete offers numerous advantages when the element joins together the necessary attributes to accomplish the reinforcement. A study and analysis of the behavior of the elements of reinforced concrete reinforced with carbon fibers submitted to flexion will be accomplished in the present work, also is propose a methodology of design of the adhered CFRP sets himself reinforcement externally to elements of reinforced concrete, maintaining the designing patterns established in Cuban regulations but focus on the base established by the code ACI 440 2R 08. Finally the analytical results with experimental data obtained of the international bibliography become validated.
