• Journal of the Korean Wood Science and Technology
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• 제27권1호
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• pp.30-36
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• 1999

소나무를 재료로 경사핑거접합법으로 레소시놀계수지, 유용성 우레탄수지, 초산비닐수지, 초산비닐과 아크릴을 혼합한 수지접착제롤 사용하여 제작한 시험재의 휨강도 성능과 휨 시험시 발생하는 AE 특성에 대한 연구결과는 다음과 같다. 초산 비닐, 유용성 우레탄 수지접착제를 사용한 소나무경사 핑거접합재의 하중과 AE 사상총수는 휨 강도가 낮을수록 빠른 시기부터 AE가 발생하고 AE의 증가속도가 빨라 하중-AE 사상총수의 관계곡선의 기울기가 급격하게 나타났다. 레소시놀 수지 접착제로 제작한 시편은 아주 낮은 하중에서부터 하중이 증가함에 따라 연속적으로 AE가 발생하였고 발생수도 많았다. 경사 핑거접착제의 휨 하중과 AE 특성간에는 서로 잘 대응되어 휨강도 측정이나 보정은 휨 탄성계수로서는 예측이 어렵지만 하중과 AE, 사상총수의 초기 치로부터 얻어지는 AE지표 치로서 휨 강도의 예측이나 보증이 가능 할 것으로 판단된다.

• 콘크리트학회논문집
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• 제20권4호
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• pp.423-430
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• 2008

최근 들어 고속도로를 중심으로 하여 교량상판 보수재료로 초속경 라텍스개질콘크리트 (Very-Early Strength Latex-Modified Concrete : 이하 VES-LMC)가 개발되어 이용되고 있고, 그 활용 빈도가 커지고 있다. 이는 VES-LMC의 특징상 보수 후 3시간 만에 교통개방이 가능하며, 라텍스 첨가로 기존의 보수재료가 갖는 장기 내구성의 문제를 해결하였기 때문이다. 그러나 위와 같은 장점으로 보수 보강 재료로 사용되고 있는 VES-LMC에 대한 구조적인 연구에 대해서는 미비한 상태이다. 본 연구에서는 VES-LMC를 기존보의 덧씌우기 형태와 열화된 콘크리트의 보수 형태로 나누어 시험체를 제작하고, 4점 휨 실험을 수행하여 휨 거동 및 신 구 콘크리트의 부착 특성과 균열 진전 양상, 보수 보강효과를 확인하고자 하였다. 그 결과 보수 보강두께가 증가함에 따라 보수 보강효과가 증가하는 경향을 보였으며 이는 강성이 증가하여 휨에 대한 저항 능력이 증대되는 것을 확인하였다. 보수 시험체의 경우 철근의 피복두께 이상으로 보수 되었을 경우 강성이 최대 40% 이상 증가 되는 결과는 얻을 수 있었으나 80 mm와 120 mm의 경우 그 값이 비슷한 양상을 보여 보강 두께 선정 시 고려되어야 할 요소라 판단된다. 계면거동을 확인한 결과 보수 및 보강 시험체 모두 계면에서의 상대 변위량이 감소되는 것을 확인하였으며, 두 재료가 비교적 일체로 거동하는 것을 확인하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제11권5호
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• pp.153-159
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• 2007

이 논문은 FRP시스템 외부부착공법의 조기 탈착문제를 개선하기 위해 개발된 유리섬유-강 복합판(GFSP)으로 보강된 RC보의 성능 및 파괴특성에 관한 실험적 연구다. 사용 중인 보의 손상과 재하상황을 실제적으로 모의하기 위하여, 사전균열과 반복하중이 실험변수로 채택되었다. 실험에서 GFSP 보강은 보의 강도증가, 처짐감소, 균열의 억제 등에 매우 효과적인 보강공법임이 확인되었다. 그러나 GFSP로 보강되는 보의 설계는 휨 성능에서 유리섬유의 취성거동을 고려하여야 하는 것을 보여주었다.

• Structural Monitoring and Maintenance
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• 제10권2호
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• pp.155-174
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• 2023

High performance concrete (HPC) has been extensively used in thin overlay for repair purpose due to its excellent strength and durability. This paper presents an experiment, where the sensor-instrumented HPC overlays have been followed by dynamic strain and moisture content monitoring for 1 year, under normal traffic. The vibrating wire and soil moisture sensors were embedded in overlay before construction. Four given HPC mixes (2 original mixes and their shrinkage-modified mixes) were used for overlays to contrast the strain and moisture results. A calibration method to accurately measure the moisture content for a given concrete mixture using soil moisture sensor was established. The monitoring results indicated that the modified mixes performed much better than the original mixes in shrinkage cracking control. Weather condition and concrete maturity at early age greatly affected the strain in concrete. The strain in HPC overlay was primarily in longitudinal direction, leading to transverse cracks. Additionally, the most moisture loss in concrete occurred at early age. Its rate was very dependent on weather. After one year, cracking survey was carried out by vision to verify the strain direction and no cracks observed in shrinkage modified mixes.

• International Journal of Concrete Structures and Materials
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• 제18권2E호
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• pp.117-124
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• 2006

Porous concrete has been used recently for the purpose of decreasing the load on the earth environment. It consists solely of cement, water and coarse aggregate of uni form size. Its fundamental properties are considerably affected by the physical properties of aggregate because the aggregate is the main material for the most part in its mix proportion. Because of this reason, this study carried out an investigation of the influence of the size and type of aggregate on the fundamental properties of porous concrete. It is shown that the fundamental properties of porous concrete was seldom affected by the size of aggregate except for the case of using $2.5{\sim}5mm$ aggregate but varied significantly by the type of aggregate. In particular, the compressive strength of porous concrete using $2.5{\sim}5mm$ aggregate was much higher than that using other aggregate, and its void ratio and coefficient of permeability was lower. Moreover, the capacity to maintain the permeability of porous concrete was found to vary by the size and type of aggregate. Of particular notice was that it decreased greatly when $2.5{\sim}5mm$ aggregate was used. Unlike ordinary concrete, porous concrete exhibited very high dynamic modulus of elasticity at early age and continued to increase but slowly afterwards.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2005년도 ICCAS
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• pp.2160-2163
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• 2005

Solid freeform fabrication (SFF) technology plays a major role in industry and represents a reasonable percentage of industrial rapid prototyping/tooling/manufacturing (RP/RT/RM) development applications. However, SFF technology still has long way to progress to achieve satisfactory process speed, surface finish and overall quality improvement of its application. Today, three dimensional printing (3DP) technique that is one of SFF technology is receiving many interests, and is applied by various fields. It can fabricate three dimensional objects of solid freeform with high speed and low cost using ink jet printing technology. However, need long curing time after manufacture completion. And it must do post-processing process necessarily to heighten strength of objects because strength of fabricated objects is very weak. Therefore, in this study, we proposed an improved 3DP process that can solve problems of conventional 3DP process. The general 3DP process is method to spout binder simply through printer head on powder, but proposed process is method to cure jetted UV resin by UV lamp after jet UV resin using printhead on powder. The hardening of resin is achieved strongly at early time by UV lamp in proposed method. So, the proposed process can fabricate three dimensional objects with high speed without any post-processing.

• 열처리공학회지
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• 제13권5호
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• pp.330-336
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• 2000

This study deals with the characteristic of refrigerant for heat-treatment deformation control of SM45C steel. The control of heat-treatment deformation must need the progress of production parts for a landing gear. Most of the deformation is occurred on unequal cooling. The unequal cooling is occurred by a property of quenching refrigeration. When a heated metal is deposited in the refrigeration, the cooling speed is so slow in early period of cooling because of occurring a steam-curtain. After more cooling, the steam-curtain is destroyed. In this progress, the cooling speed is very fast. The object of this study is to control the deformation of heat-treatment for landing gear by improving the conditions of quenching. The cooling curves and cooling rates of water, oil and polymer solution are obtained and illustrated. From the characteristics of the quenching refrigerant, the effects of heat-treatments on thermal deformation and fatigue strength are also investigated.

• 콘크리트학회논문집
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• 제12권5호
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• pp.111-120
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• 2000

In case of constructing concrete structure under water, generally concrete mixed with antiwashout admixture, high range water reducer, or AE-water reducing agent etc has been manufactured to ensure the quality of antiwashout underwater concrete because of being difficulty in ascertaining construction situation by the naked eye. The properties of high quality antiwashout underwater concrete that were aimed at affluent fluidity, workability and the compressive strength of 450 kgf/$\textrm{cm}^2$ at 28 ages using two types of blended cements are following as;(1) Setting time of antiwashout underwater concretes using blended cements was more greatly delayed than that of control concrete, however, was satisfied with criteria value of "Quality standard specification of antiwashout admixture for concrete".(2) As a test results of slump flow, efflux time and box elevation of head, it was found that workability of high quality antiwashout underwater concrete was improved. (3) Heat evolution amount of OPC was 1.5 times as high as that of two types of bended cements in 72 hours. (4) Suspended solids of antiwashout underwater concrete using blended cements was more than that of control concrete, also compressive strength of high quality antiwashout underwater concrete was very low in early age, but was better than that of control concrete as to increasing ages.

• 한국해양공학회지
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• 제10권1호
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• pp.53-64
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• 1996

In this paper, rotating bending fatigue tests have been carried out to investigate the growth behabiors of surface fatigue crack initiated from a small artificial surface defect, that might exist in real structures, on 2024-T3 and 6:4 brass. The test results are analysed in the viewpoints of both strength of materials and fracture mechanics, it can be concluded as follows. The effect of a small artificial surface defect upon the fatigue strength is very large. The sensitivity of 2024-T3 on the defect is higher than that of 6:4 brass. The growth behavior of the surface fatigue crack of 2024-T3 is different from that of 6:4 brass. The growth rate of the surface fatigue crack of 2024-T3 is considerably rapid in the early stage of the fatigue life and apt to decrease in the later stage. It was impossible to establish a unifying approach in the analysis of crack growth begabior of 2024-T3 and 6:4 brass using the maximum stress intensity factor because of their dependence on stress level. But if the elastic strain and cyclic total strain intensity factor range were applied to obtain the growth rate of surface fatigue cracks of the materials, the data were found to be nearly coincided.

• 한국표면공학회지
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• 제43권2호
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• pp.57-63
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• 2010

In this study, thermal stability of the mechanical properties of Ni-P-B and Ni-P-Fe layers electroplated on Alloy 600 material was evaluated by measuring their microhardness, tensile strength, and elongation after heat treatment at $325^{\circ}C$ and $400^{\circ}C$. According to the results, there was no noticeable change in microhardness of the two electrodeposits before and after heat treatment at the temperatures for 30 days. In the case of a Ni-P-B electrodeposit, ultimate tensile strength (UTS) slightly increases with heat treatment time, while its elongation decreases, showing good thermal stability in the mechanical properties at high temperature. On the other hand, UTS and elongation of Ni-P-Fe decrease with heat treatment time, which is very unusual observation. This result was attributed to the bad microstructure of Ni-P-Fe having many defects in the deposit formed early stage of an electroplating process and their redistribution to link to become large ones during heat treatment.