Authors: Seunghee Park, Junkyeong Kim, Eun-Seok Shin, Sang-Hun Han Abstract: In this study, two kinds of nondestructive evaluation (NDE) techniques (rebound hardness and ultrasonic pulse velocity methods) are investigated for the effective maintenance of underwater concrete structures.
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WhatsAppGet PriceGet A QuoteSchmidt hammer and ultrasonic pulse velocity tests are very common in evaluating the concrete strength. In this research, 150 concrete cubes were prepared with different mixture proportions, their
WhatsAppGet PriceGet A QuoteRebound hammer is an instrument or a device, which is used to assess the relative compressive strength of concrete based on the hardness at or near its exposed surface. Rebound hammer is also known as Schmidt’s Hammer or Swiss Hammer as it is invented by Ernst Schmidt, a Swiss engineer.
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WhatsAppGet PriceGet A Quoteultrasonic hardness concrete crusher casting hammer Bermuda Rebound hammer is an instrument or a device which is used to assess the relative compressive strength of concrete based on the hardness at or near its exposed surface Rebound hammer is also known as Schmidt’s Hammer or Swiss Hammer as it is invented by Ernst Schmidt a Swiss engineer
WhatsAppGet PriceGet A QuoteSchmidt hammer and ultrasonic pulse velocity tests are very common in evaluating the concrete strength. In this research, 150 concrete cubes were prepared with different mixture proportions, their
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WhatsAppGet PriceGet A QuoteTo adapt the Schmidt hammer apparatus and the ultrasonic pulse velocity tester to the type of concrete used in Algeria, concrete mix proportions that are recommended by the Algerian code were chosen. The resulting correlation curve for each test is obtained by changing the level of compaction, water/cement ratio and concrete age of specimens.
WhatsAppGet PriceGet A QuoteSchmidt hammer and ultrasonic pulse velocity tests are very common in evaluating the concrete strength. In this research, 150 concrete cubes were prepared with different mixture proportions, their
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5- Combined NDT Methods. As we discussed above, Rebound Hammer and Ultrasonic Pulse Velocity are the most widely used NDT methods for evaluating concrete strength in existing structures ( Malhotra, 2004) Combined methods involves a combination of NDT methods for predicting the on-site strength of concrete.
WhatsAppGet PriceGet A Quote2.3. Specimen casting and curing For each concrete mix, 150-mm cubes and cylinders of 100 mm diameter and 200 mm height were cast. The cubes were used to determine the compressive strength of concrete mixes by crushing and using a rebound hammer. Ultrasonic Pulse Velocity (UPV) and freeze-thaw resistance tests were also conducted on the cubic
WhatsAppGet PriceGet A QuoteRebound hammer (RH) tests were carried as per IS: 13,311 (Part II) to find out the compressive strength of concrete. The RH calculates the rebound of a spring-controlled mass impacting against the surface of concrete. The rebound values are related to hardness of concrete and are used to ascertain the compressive strength.
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WhatsAppGet PriceGet A QuoteMethods for Testing Compressive Strength of Concrete. 1. Rebound Hammer or Schmidt Hammer (ASTM C805) Method: A spring release mechanism is used to activate a hammer which impacts a plunger to
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WhatsAppGet PriceGet A Quote5- Combined NDT Methods. As we discussed above, Rebound Hammer and Ultrasonic Pulse Velocity are the most widely used NDT methods for evaluating concrete strength in existing structures ( Malhotra, 2004) Combined methods involves a combination of NDT methods for predicting the on-site strength of concrete.
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WhatsAppGet PriceGet A QuoteA portable handheld ultrasonic tomograph is designed for imaging of the internal structure of concrete at one-sided access. The tomograph represents fully-autonomous measurement unit for collection and tomographic processing of the data obtained. Measurement unit contains a matrix antenna array from 48 (12 blocks, each containing 4 elements
WhatsAppGet PriceGet A QuoteThe Schmidt rebound hammer is principally a surface hardness tester with an apparent theoretical relationship between the strength of concrete and the rebound number of the hammer.
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