• Journal of the Korean Society for Nondestructive Testing
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• v.17 no.2
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• pp.100-107
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• 1997

It has been required to find flaws smaller than $100{\mu}m$ by fracture mechanic consideration. We prepared the infiltrated and sintered SiC structural ceramic specimens including artificial flaws, Fe, pore, WC, Si particles of size ranging from $36{\mu}m$ to $200{\mu}m$. We performed C-scan for the specimen using a high frequency and broad-band ultrasonic transducer to employ polyvinylidene fluoride(PVDF) and a broad-band electric scanning system. The flaws in the ceramic specimens were detected in the high frequency detection field up to 100MHz. But, the flaws were not detected in lower frequency detection field up to 60MHz. The ratio of the detected smallest flaw size to the wavelength calculated at the center frequency, 80MHz, was about 0.25 in Rayleigh scattering region.

• Journal of the Korea Concrete Institute
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• v.17 no.3 s.87
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• pp.329-334
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• 2005

The use of Polymer Concrete (PC) is growing very rapidly in many structural and construction applications such as box culverts, hazardous waste containers, trench lines, floor drains and the repair and overlay of damaged cement concrete surfaces in pavements, bridges, etc. However, PC has a defect economically because resin which be used for binder is expensive. Therefore the latest research is being progressed to replace existing resin with new resin which can reduce the high cost. Here, Polymer concrete using the recycled PET(polyethylene terephthalate) has some merits such as decrease of environmental destruction, decrease of environmental pollution and development of new construction materials. The variables of this study are amount of resin, curing condition and maximum size of coarse aggregate to find out mechanic properties of this. Stress-strain curve was obtained using MTS equipment by strain control. The results indicated that modulus of elasticity was increased gradually in an ascending branch of curve, as an increase of resin content. Compressive strength was the highest for resin content of $13\%$. And Compressive strength was increased as maximum size of coarse aggregate increases. The strain at maximum stress increases with an increase of resin content and size of coarse aggregate. For the descending branch of stress-strain curve the brittle fracture was decreased when it was cured at the room temperature compared to high temperature.