• 동력기계공학회지
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• 제13권6호
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• pp.95-101
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• 2009

The generator for gas turbine power generation consists of the rotor which generates magnetic field, the winding coil which is the path for the field current and the wedge and retaining ring which prevents the radial movement of the coil. Relatively severe deformation was observed at the coil end section during the inspection of the generator for peaking-load operation, and the thermal-electricity and the centrifugal force were evaluated by the simple modeling of the windings to find the cause. But the simulation stress was not sufficient to induce the coil plastic deformation. The analysis result seems to be applicable to the base-load generators which runs continuously without shut down up to a year, but there had been more deformation than simulated for the generator which is started up and shut down frequently. The cause of the coil deformation was the restriction of the expansion and shrinkage. The restriction occurs when the winding coil shrinks, and the stress overwhelms the yield stress and cause the plastic deformation. The deformation is accumulated during the start-ups and shut-downs and the thermal growth occurs. The factors which induce the coil restriction during the expansion and shrinkage should be reduced to prevent the unallowable deformation. The resolutions are cutting off the field current earlier during the generator shut-down, modifying the coil end section to remove the stress concentration and making the insulation plate inserted between the coil end section and the retaining ring have the constant thickness.

• 한국구조물진단유지관리공학회 논문집
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• 제22권1호
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• pp.208-215
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• 2018

기둥축소량을 발생시키는 원인과 현재까지 연구되어온 코드에 대하여 고찰하였다. 코드에서 언급하고 있는 내용들은공시체의 건조수축, 크리프, 압축강도 및 탄성계수 그리고 구조해석에서 산출되는 탄성변형을 다루고 있으나, 장기간의 모니터링에 의해 나타나는 온도에 의한 변형은 기존의 연구에 의해 발생되는 요소들에 의한 것보다 축소량이 적게 발생하는 것을 알 수 있었다. 하지만 기존의 연구에서는 온도에 의한 변형에 대해서는 고려하지 않고 건조수축, 크리프 및 탄성변형에 대하여 다루고 있는 것을 확인 할 수 있고, 공시체의 실험에 대해서는 온도에 대한 항목은 습도에 대한 항으로 대체하여 다루고 있음을 알 수 있다. 이에 대해 제안식에 의한 보정수치는 축소량 산정시 상부방향 4.9 mm 와하부방향 1.0 mm의 오차를 나타내어 측정에 의한 수치와 거의 일치하는 것으로 나타났다. 따라서, 기존의 기둥축소량 산정에 있어서 누락될 수 있는 온도에 대하여 추가적으로 더 연구하여 그 영향계수를(수직온도보정계수, ${\beta}_{vT}$) 고려하고, 공시체의 시험뿐만 아니라 구조체의 온도보정에 관한 기준 보완이 필요한 것으로 파악되었다.

• 한국지반신소재학회논문집
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• 제19권4호
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• pp.21-32
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• 2020

세계적으로 대규모 인프라 구조 건설 시장이 확대됨에 따라 극한지 및 극서지와 같은 극한 환경에서의 토목 구조물 시공이 계획 혹은 시공 중에 있다. 이에 따라 구조물의 지지력 확보를 위한 말뚝 기초의 시공이 필수적이나 극한지 및 극서지의 지반 변형 가능성으로 인해 말뚝 기초의 안정성 및 기능 상실이 우려된다. 따라서 본 연구에서는 새로운 형식의 말뚝 기초를 개발함으로써 지반 변형에 대응하고자 하며, 극한지 및 극서지에서 발생 가능한 지반 변형을 크게 융기 및 침하로 구분하였다. 지반 변형 대응형 말뚝은 강관 말뚝 내부에 수축 및 팽창이 가능한 실린더가 삽입된 형태로 융기 및 침하 과정에서 실린더의 거동에 따른 말뚝 영향을 수치해석적으로 분석하였다. 수치해석 결과 지반 융기는 말뚝의 과도한 인장응력을 발생시켰으며, 실린더의 팽창 조건은 말뚝에 작용하는 인장 응력을 분담해 주어 전체적으로 말뚝에 작용하는 축 응력을 감소시켰다. 지반 침하는 부주면 마찰력 발생에 따른 말뚝의 압축응력을 증가시켜 주었는데, 실린더는 중립점 이하에 위치하여 수축 거동 시 최적의 효율을 보여주었다. 하지만 지반 변형 대응형 말뚝 시공 시 수축 및 팽창량은 상부 구조체의 허용 변위 범위를 준수하여야 하며, 설계 시 이에 따른 고려가 필요할 것으로 판단된다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2009년도 춘계학술대회 논문집
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• pp.176-179
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• 2009

Injection molding is one of the most general manufacturing processes of polymers. The deformation of final molded parts occurs because of the change of temperature and pressure during injection molding process. The deformation of injection molded parts depends on many operational conditions, such as, melt temperature, injection speed, mold temperature, packing pressure, and the structure of mold. In the present paper, injection molding experiments were performed to find the process conditions to affect the average shrinkage in thickness direction and the replication ratio of fine patterns on the surface for the final injection-molded LGP samples. As a results, in the cases of PC(Polycarbonate), when the melt temperature was under $285^{\circ}C$, both average shrinkage and replication ratios were mainly influenced by packing pressure. However, the replication ratio was more influenced by melt temperature than packing pressure for the cases of higher melt temperature.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.789-792
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• 2005

Development of high-strength concrete and improved durability has brought new opportunities to the construction industry. However, some attention was given to characteristics of such concrete, in particular with respect to their cracking sensitivity. It has been argued and demonstrated experimentally that a low water/cement ratio concrete undergoes shrinkage due to self-desiccation. This so-called autogenous shrinkage cracking is a major concern for concrete durability. One possible method to reduce cracking due to autogenous shrinkage is the addition of expansive additive. Tests conducted by many researches have shown the beneficial effects of addition of expansive for reducing the risk of shrinkage-introduced cracking. This paper aimed at forecasting deformation of high strength cement paste with expansive additive for early age.

• International Journal of Concrete Structures and Materials
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• 제3권2호
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• pp.91-95
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• 2009

Reclaimed asphalt pavement (RAP) is abundant substitute for natural aggregate in many areas. It is obtained by crushing of old road pavements in milling machine during rehabilitation and reconstruction process. In this study, reclaimed asphalt pavement mortars (RAPM) have been produced with different cement dosages and replacement ratios. The destructive and nondestructive tests have been conducted on specimens to determine physical and mechanical properties of RAPM. The free and restrained shrinkage tests on RAPM have been conducted to predict fractural behavior of mortars. The aim of the shrinkage tests was to delay crack formation and improve strain capacity of mortars before cracking. The results showed that RAPM exhibits lower elasticity modulus; however the tensile capacity was improved for deformation before cracking.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.545-548
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• 2004

This paper is to investigate the shrinkage properties of high performance concrete (HPC) with mixture adjustment by using mock-up specimens. HPC with mixture adjustment needed a higher dosage of SP agent due to fluidity reduction and a larger dosage of AE agent due to the reduction of air content. Setting time of HPC with mixture adjustment exhibited earlier than that of control HPC by as much as 6 hours. HPC with mixture adjustment gained more than 70MPa of compressive strength. Autogenous shrinkage of Control HPC was found to be $-340\times40^{-6}$ at 49days when the expansion value by thermal effect was excluded and HPC with mixture adjustment $-175\times10^{-6}$, which was the half of the value of control HPC. Drying shrinkage of center section of HPC with mixture adjustment showed similar tendency with autogenous shrinkage because of no internal moisture movement, while surface section had larger drying shrinkage. The specimen embedded with reinforcing bar had smaller deformation caused by confinement of reinforcing bar.

• 대한조선학회논문집
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• 제44권1호
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• pp.32-39
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• 2007

A three-dimensional finite element model has been developed to simulate the MIG P/S welding process of two aluminum plates. The finite element calculations are performed using ANSYS finite element code, which takes into account the thermal and mechanical non-linear material properties. The results of finite element analysis compared with those of experiment to show its validity in view of distortions. Parametric studies are carried out on the validated model to assess the effects of various factors on the final residual distortion. Large deformations, temperature dependent material properties are included in the model. Finally, the formulas of fitting curves of angular distortion transverse shrinkage, and longitudinal shrinkage have been proposed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1995년도 가을 학술발표회 논문집
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• pp.80-83
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• 1995

In order to develope and apply high-performance steel fiber reinforced concrete (SFRC), the effects of steel fibers on durability and long-term deformation of SFRC due to various mixing conditions have been studied. As the test result show, the manufacturing process technology of industrial SFRC is developed And the durability of SFRC such as freeze-thaw, resisteance abrasion resistance are significantly improved, the drying shrinkage of SFRC, is remarkably decreased by increasing the steel fiber contents than plain concrete

• 한국해양공학회지
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• 제22권6호
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• pp.83-87
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• 2008

Although a great deal of research has been carried out to solve the plate forming problem and to improve the effectiveness and productivity of the plate forming process, no practical way of automating the plate forming process has been proposed yet. Since characteristics of heating machines may vary, it is necessary to investigate the thermal deformation characteristics of the heating machine that will be used in the automation system its characteristics may be modified as new information about thermal deformation by heating becomes available. In this paper, experiments for line heating have been carried out to calculate the formula of predicting thermal deformation due to line heating with varying affecting parameters, and numerical study has been carried out to produce data beyond the range where a line heating test is impractical. Formulas of predicting transverse distortion and shrinkage have been proposed and derived, based on the present experimental and numerical works. This paper also illustrates how the formula has been modified as new experimental data are added.