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The CFRP system can be more resilient to damage and reduce the need for costly and time-consuming inspections. As a result, time and costs associated with monitoring, repairing and maintaining the structure can be significantly reduced. The proposed system can also improve the durability of the structure by preventing damage from occurring in the first place. By monitoring the local state of the system, the proposed system would be able to detect and automatically repair damages such as cracks. The proposed system would also be capable of reducing the fatigue damage that occurs naturally due to the cyclic loading of the structures.
The flexural behaviour of pre-cracked reinforced concrete beams strengthened externally by steel plates is analysed. The results show that there is a transition between the behaviour of beam strengthened by steel plates and the behaviour of beam without any reinforcement. However, the behaviour of beams strengthened by steel plates is more brittle. The transition is accompanied by a concrete cracking caused by the steel plate. The concrete cracking is limited by the reinforcing steel, whereas it is unlimited in case of the beam without reinforcement. The flexural behaviour of pre-cracked beams strengthened by steel plates depends on the concrete characteristics such as the mix proportion, the concrete curing age, and the concrete cover, but this is not the case for beams strengthened by steel plates.
Some applications, such as Java, require that the application directories and libraries are updated to a newer version before the user can update. However, there are some applications that are not explicitly API-specific, such as the X Window System, the X server source code, are automatically updated as required.
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