• Tunnel and Underground Space
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• v.26 no.2
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• pp.68-86
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• 2016

Understanding the frictional properties of rock discontinuities is crucial to ensure the stability of underground structures. In particular, the frictional behavior at depth depends on the complex interaction among mechanical, hydraulic, thermal and chemical characteristics and their coupled effects. In this study, a series of shear tests were carried out in a triaxial compression chamber to investigate the shearing behavior of saw-cut granite surface and rough shear surface of synthetic rocks. The test results were analyzed using Coulomb's shear strength criterion. The frictional behavior of saw-cut granite surface showed little variation at different confining, water pressures and temperature conditions, however in case of synthetic rocks, the frictional behavior showed different trend depending on normal stress level. In addition, the variation of stiffness and dilation at different testing conditions were analyzed, and the stiffness and dilation showed little variation at different water pressures and temperature conditions.

• Proceedings of the Korean Fiber Society Conference
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• 2003.04a
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• pp.315-316
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• 2003

차량의 통행이 빈번한 기존 아스팔트 도로는 연속적인 차량의 하중에 의한 스트레스로 하중을 받을 때마다 아스팔트도로 층의 강도와 안정성이 떨어지면서 균열이 발생하고 이 균열이 아스팔트 도로 상층부까지 전달되는 반사균열이 발생한고, 열팽창과 수축의 반복에 기인하는 상부의 아스팔트 층의 피로에 의한 균열이 발생한다. 따라서 아스팔트 도로의 반사균열을 억제하고, 아스팔트의 소성변형에 의한 rutting현상을 억제하여 아스팔트의 도로보수 주기를 연장하여 도로상에서의 잦은 보수에 의한 자동차의 정체현상을 줄이고 도로유지에 소요되는 비용을 절감하기 위해서 아스팔트 도로를 설치할 때 아스팔트를 보강시켜주는 geogrid의 사용이 보편화 되고 있다. (중략)

• Composites Research
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• v.25 no.1
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• pp.1-8
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• 2012

In order to predict the thermoelastic behavior of porous composites, poroelastic parameters are measured by using micromechanics-based finite element models. The expanding deformation caused by pore pressure, and the degradation of homogenized elastic moduli with pores are calculated for the assessment of the poroelastic parameters. Various representative volume elements considering the shape, size, and array pattern of pores are modeled and analyzed by a finite element method. The effects of porosity and material anisotropy, and the distribution of stain energy density are investigated carefully. In addition, the measured poroelastic parameters are verified by predicting the thermo-pore-elastic behavior of carbon/phenolic composites.

• Journal of the Microelectronics and Packaging Society
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• v.4 no.2
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• pp.55-62
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• 1997

P2O3-PbO-SiO2-Al2O3계 조성을 이용하여 저온에서 소결이 가증하며 열팽창계수와 유전율이 낮은 회로기판용 glass ceramics를 제조하고자 하였다. 155$0^{\circ}C$에서 2시간 동안 용 융하여 제조한 모유리의열팽창 거동을 확인하기 위하여 TMA로 열분석을 실시하였으며 이 유리를 분말화하여 80$0^{\circ}C$에서 열처리 하였다. 이때 cristobalite 형성억제제로 Ga2O3를 사용 하였으며 Ga2O3 첨가량에 따른 억제 영향을 XRD를 통행 확인하였다. Ga2O3를 첨가한 유리 분말로 pellet을 제조하여 열처리를 하였고 소결시편의 표면을 SEM을 통해 관찰하였다. 열 처리한 pellet에 silver paste를 screen printing하여 유전율을 측정하였으며 조성에 따른 유 전율의 변화를 확인하였다.

• Journal of the Microelectronics and Packaging Society
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• v.20 no.3
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• pp.37-44
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• 2013

It is well known that thermal deformation of electronic packages with Pb-Sn solder and with lead-free solder is significantly affected by material properties consisting the package, as well as those of the solder itself. In this paper, the method for determining coefficient of thermal expansion(CTE) of new material is established by using temperature characteristic of strain gages, and the CTE of molding compound are obtained experimentally. The temperature-dependent CTE of molding compound for Pb-Sn solder and that for lead-free solder are obtained by using strain measurements with well known steel specimen and aluminium specimen as reference specimens, and the CTE's are also measured non-contactly by using moire interferometry. Those results are compared, and the agreement between the two types of strain gage experiment and the moire experiment show the strain gage method used in this paper to be reliable. In the case of the molding compound for Pb-Sn solder, the CTE is measured as approximately $15.8ppm/^{\circ}C$ regardless of the temperature. In the case for the lead-free solder, the CTE is measured as of approximately $9.9ppm/^{\circ}C$ below the temperature of $100^{\circ}C$, and then the CTE is increased sharply depending on the temperature, and reaches to $15.0ppm/^{\circ}C$ at $130^{\circ}C$.

• Journal of the Mineralogical Society of Korea
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• v.15 no.4
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• pp.305-314
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• 2002

The dehydration of hexadecyltrimethylammonium (HDTMA)-exchanged montmorillonite has been studied using X-ray diffractometry (XRD) and differential scanning calorimetry (DSC). The dehydration in HDTMA-montmorillonite seems to influence the swelling behavior of the organo-clay during heating. The basal d(001) spacing vs temperature curve of the HDTMA-montmorillonite has one broad swelling edge with a shoulder on the low-temperature side. We believe that the shoulder at $100^{\circ}C$ for the HDTMA-montmorillonite is due to interlayer swelling induced by the initial rearrangement of surfactants, and the second edge at $200^{\circ}C$ is caused by interlayer swelling resulting from the secondary vertical reorientation of alkyl chains. It seems that the dehydration of organo-clay induces a reorientation of the alkyl chains by transition to more vertical position relative to the silicate sheets, allowing instantly greater d-spacing.

• International Journal of Highway Engineering
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• v.11 no.4
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• pp.59-68
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• 2009

Torsional behavior of concrete pavement slabs due to temperature and moisture effects is constrained by self weight and friction etc, and causes stress as the result. The stress due to humidity variation in the slab is difficult to calculate while that due to temperature variation can easily be calculated by a commercial structural analysis program. Thus, the slab behavior can be predicted more accurately if the humidity effect is converted to equivalent temperature and is used as an input of structural analysis. In this study, a concrete pavement slab was constructed and strains of the slab due to environmental loadings were measured for long-term period. Thermal strains were subtracted from the measured strains by using thermal expansion coefficient of the concrete measured in a laboratory. Shrinkage strains, the remained strains, was supposed as additional thermal strains to calculate imaginary temperature with equivalent effect of the shrinkage by dividing the shrinkage with the thermal expansion coefficient. An existing shrinkage model was modified by considering the self weight and friction to be used in another model which can convert differential shrinkage between top and bottom of the slab to equivalent temperature difference. Addition research efforts on tensile stress reduction according to steady increase in the compressive strains are warranted for more accurate stress calculation.

• Journal of the Korean Ceramic Society
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• v.37 no.11
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• pp.1058-1064
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• 2000

연속슬립캐스팅 및 상압소결법으로 $Al_2$O$_3$/ZrO$_2$적층복합체를 제조하였으며, 적층복합체에서 ZrO$_2$층을 단사정, 정방정 및 입방정으로 각각 달리 적층하여 균열생성 및 전파 거동에 미치는 ZrO$_2$상의 영향을 고찰하였다. 균열 생성은 냉각시 $Al_2$O$_3$층과 ZrO$_2$층 간의 열팽창 계수의 차이에 의한 열적불일치응력이 가장 큰 요인으로 작용하였다. 적층체 내에 존재하는 균열은 tetra-ZrO$_2$의 경우 적층두께 조절로 가능하였으며, cubic-ZrO$_2$의 경우는 냉각속도 조절로 균열밀도로 크게 낮출 수 있었다. $Al_2$O$_3$/ZrO$_2$적층체를 구성하는 세가지 ZrO$_2$상(mono, tetra, cubic)들 중에서 cubic-ZrO$_2$가 포함된 적층체의 경우 $Al_2$O$_3$와 ZrO$_2$계면에 형성된 잔류압축응력으로 인한 균열굴절 효과를 얻을 수 있었다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2009.04a
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• pp.387-390
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• 2009

본 연구에서는 유한요소 해석 상용 소프트웨어 중 하나인 ABAQUS 을 이용하여 기존의 ABAQUS 가 고려하지 못했던 상변태와 변태소성을 고려하는 프로그램을 개발하고 이를 이용하여 실제 용접 공정 해석을 수행하였다. 열원의 크기와 분포, 속도, 이동 경로 등을 모사하기 위해서 DFLUX 를,복합상에서의 재료의 열팽창 계수와 열변형률을 정의하기 위해서 UEXPAN 을 코딩하였다. 또한 재료의 상분율 및 온도에 따른 열적 구성 거동을 정의하기 위해서 UMATHT를 상변태와 그에 따른 변태소성을 반영하여 응력을 갱신하는 UMAT을 구현하였다. User Subroutine UMAT 은 아탄성 수식화와 합분해를 이용하여 증분형(Rate-form)으로 응력을 갱신하며 아탄성 수식화를 이용하여 상변태와 변태소성이 고려된 대응접선 계수가 새롭게 정의되었다. 프로그램의 타당성과 정확성을 검증하기 위해서 이미 그 정확성이 입증된 GFC(General Finite-element Code)를 사용하였다.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.23 no.6 s.165
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• pp.1001-1010
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• 1999

Thermo-mechanical behavior of discontinuous shape memory alloy(SMA) reinforced polymeric composite has been studied using modified shear lag theory and finite element(FE) analysis with 2-D multi-fiber model. The aligned and staggered models of short-fiber arrangement are employed. The effects of fiber overlap and aspect ratio on the thermomechanical responses such as the thermal expansion coefficient are investigated. It is found that the increase of both tensile stress(resistance stress) in SMA fiber and compressive stress in polymer matrix with increasing aspect ratio is the main cause of low thermal deformation of the composite.