CORROSION OF REINFORCEMENT IN CONCRETE The damage to the concrete due to corrosion of reinforcement is considered to be one of the most serious problems. It is an universal problem and property worth of crores of rupees is lost every year. Due to corrosion problem in bridges, buildings and other RCC structures, India incurs heavy loss of about Rs. 1,500 crores annually. This paper deals with various causes of corrosion and remedial measures thereon. Corrosion process and mechanism : Corrosion of reinforcement steel is a complex phenomenon involving chemical, electrochemical and physical processes. When reinforcement steel rusts, the volume of iron oxide formed is 2-4 times greater than the steel corroded, which results in bursting stresses in the concrete surrounding the bar. This causes cracking, spalling and delamination of concrete. Another consequence of corrosion is reduction in cross- Sectional area of the steel at anode, thus reducing its load ca
REBOUND HAMMER TEST The SCHMIDT rebound hammer, developed by a Swiss Engineer Ernst Schmidt in 1948 is one of the most frequently used methods worldwide for non-destructive testing (NDT) of concrete structural elements. The test is based on the principle that the rebound of an elastic mass depends on the hardness of the surface against which the mass impinges. The hammer consists of a plunger connected with a spring-driven metal mass. The plunger is held against at 90 to the smooth concrete surface, firmly supported and pressed. This will impart a fixed amount of energy. Upon release, the metal mass rebounds, the plunger being still in contact with concrete. The distance travelled by the metal mass or the amount Larger is the rebound. higher is the strength of concrete. of rebound is noted on a scale that gives an indication of the concrete strength. The rebound hammer test is sensitive to local variations in the concrete: for instance, the presence o