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Our primary goal was to facilitate the reinforcing techniques of reinforced concrete structural elements damaged in fire events.
The upgrading techniques of reinforced concrete columns conventionally have been jacketing or confinement of the existing column using concrete or steel.
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The introduction of composite materials which has been used for 35 years in the field of Civil Engineering allows other techniques of strengthening of reinforced concrete structures by bonding composite carbon fibre fabrics Ivanova [1].
In this study, the effectiveness and efficiency of two different techniques for strengthening of reinforced concrete (RC) beams using ultra-high performance fiber reinforced concrete (UHPFRC) was investigated i.e.; (i) by sand blasting RC beams surfaces and casting UHPFRC in-situ around the beams inside a mold and (ii) by bonding prefabricated UHPFRC strips to the RC beams using epoxy adhesive.
Improvement of load bearing capacity of the soil may be undertaken by a variety of ground improvement techniques like stabilisation of soil, adoption of reinforced earth technique etc. Reinforced earth technique is considered as an effective ground improvement method because of its cost effectiveness, easy adaptability and reproducibility.
The use of FRP bars and strips as near-surface mounted (NSM) reinforcement has become an emerging technique for the strengthening of reinforced concrete (RC) members.
Nowadays fiber reinforced polymers represent a well-established technique for structural retrofit of reinforced concrete structural members.
Conclusions drawn from the tests can be helpful in measurements using the GPR technique, especially for tests of reinforced concrete bridges.
Near Surface Mounted (NSM) Carbon Fiber Reinforced Polymer (CFRP) has shown to be a very effective technique for shear strengthening of reinforced concrete beams.
External bonding of fiber-reinforced polymer (FRP) composites is now a well-established technique for the strengthening/retrofit of reinforced concrete (RC) structures.
The technique involves the use of reinforced mortar bonded to the soffit of the stone slabs, which can be used for strengthening of stone slabs in existing structures, or manufacturing of composite stone members for new constructions.
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