• Geomechanics and Engineering
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• 제6권6호
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• pp.531-544
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• 2014

Studies of earthquakes over the last 50 years and the examination of dynamic soil behavior reveal that soil behavior is highly nonlinear and hysteretic even at small strains. Nonlinear behavior of soils during a seismic event has a predominant role in current site response analysis approaches. Common approaches to ground response analysis include linear, equivalent linear and nonlinear methods. These methods of ground response analysis may also be categorized into time domain and frequency domain concepts. Simplicity in developing analytical relations and accuracy in considering soils' dynamic properties dependency to loading frequency are benefits of frequency domain analysis. On the other hand, nonlinear methods are complicated and time consuming mainly because of their step by step integrations in time intervals. In part Ι of this paper, governing equations for seismic response analysis of surcharged and layered soils were developed using fundamental of wave propagation theory based on transfer function and boundary conditions. In this part, nonlinear seismic ground response is analyzed using extended HFTD method. The extended HFTD method benefits Newton-Raphson procedure which applies regular iterations and follows soils' fundamental stress-strain curve until convergence is achieved. The nonlinear HFTD approach developed here are applied to some examples presented in this part of the paper. Case studies are carried in which effects of some influencing parameters on the response are investigated. Results show that the current approach is sufficiently accurate, efficient, and fast converging. Discussions on the results obtained are presented throughout this part of the paper.

• 한국해양공학회지
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• 제23권5호
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• pp.45-53
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• 2009

In this study, Finite Element Analysis (FEA) was used to decide three kinds of material property of vibration proof rubber with the unique characteristic of non-linear and large deformation. As well, three types of hardness (Hs 50, 55, 60) were compared with the result of fatigue tests, fatigue life was able to be predicted. The request for fatigue life becomes strict more and more as increasing stress under conditions like a compaction, high load and high temperature for parts because it is main characteristics of rubber mount for automotive. Regarding to the fatigue life under dynamic deformation condition, it can be predicted as checking forced deformation extends and its frequency and its strain-life curve. As for material property tests of uniaxial tension test, uniaxial compression test, pure shear test, Ogden model was used for FEA by observing relations between stress and strain's rate as curve fitting. As a result of FEA, fatigue life for rubber mount was predicted and accorded well with the experimental data of fatigue test with hourglass specimens. In addition, its property of the predictable fatigue life method suggested in this study was accorded well with the experimental data by comparing the predicted fatigue life of FEA with the result of fatigue test for rubber component of engine rubber mount.

• 폴리머
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• 제25권1호
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• pp.56-62
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• 2001

Polyethylene terephthalate(PET) 필름 시편을 약 0.5~500 mm/min의 속도까지 단계적으로 연신시켰을 때, 플라스틱 변형이 일어나는 동안에 투명 및 불투명 밴드들이 존재하는 넥킹영역이 형성되었다. 상기 시편의 응력-변형 곡선을 살펴보면, 응력 진동이 뚜렷하게 발생하였음을 확인할 수 있었다. 한편, 열처리된 시편의 응력-변형 곡선을 살펴보면, 응력 진동이 발생하지 않았음을 확인할 수 있었다. 시편들의 미세구조는 광학 현미경을 통하여 동적으로 관찰하였고, 시편들의 열적 특성은 시차 주사 열량기를 사용하여 10 ${\circ}C$/min의 승온 속도에서 측정하였다. 또한, 시편들의 배향화 및 결정화 정도는 단색-핀홀법을 이용하여 측정하였고, 시편들의 탄성계수는 동적 기계 분석기를 통하여 -150~70 ${\circ}C$의 온도 범위에서 1 Hz의 주파수 대에서 측정하였다. PET 펠렛을 전기로에서 약 83${\circ}C$에서 30분 동안 열처리하여 투명한 PET 제품을 제작하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.445-450
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• 2001

The paper investigates the relationships between dynamic elastic modulus and static elastic modulus or compressive strength according to curing temperature, aging, and cement type. Based on this investigation, the new model equations are proposed. Impact echo method estimates the resonant frequency of specimens and uniaxial compression test measures the static elastic modulus and compressive strength. Type I and V cement concretes, which have the water-cement ratios of 0.40 and 0.50, are cured under the isothermal curing temperature of 10, 23, and 50 $^{\circ}C$. Cement type and aging have no large influence on the relationship between dynamic and static elastic modulus, but the ratio of dynamic and static elastic modulus comes close to 1 as temperature increases. Initial chord elastic modulus, which is calculated at lower strain level of stress-strain curve, has the similar value to dynamic elastic modulus. The relationship between dynamic elastic modulus and compressive strength has the same tendency as the relationship between dynamic and static elastic modulus. The proposed relationship equations between dynamic elastic modulus and static elastic modulus or compressive strength properly estimates the variation of relationships according to cement type, temperature, and aging.

• Korea-Australia Rheology Journal
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• 제15권2호
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• pp.97-105
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• 2003

In the previous paper (Hyun et al.,2002), we have investigated the shape of storage modulus (G') and loss modulus (G") of complex fluids under large amplitude oscillatory shear (LAOS) flow. As the strain amplitude increases, owever, the stress curve becomes distorted and some important information may be smothered during data processing. Thus we need to investigate the stress data more precisely and systematically. In this work, we have obtained the stress data using high performance ADC (analog digital converting) card, and investigated the nonlinear response of complex fluids, 4wt% xanthan gum (XG), 2 wt% PVA/ 1 wt% Borax, and 1 wt% hyaluronic acid (HA) solutions, using Fourier transformation (FT) rheology. Comparing the strain signals in time domain with FT parameters in frequency domain, we could illustrate the sensitivity and importance of FT rheology. Diverse and unique stress patterns were observed depending on the material system as well as flow environment. It was found that they are not the outcome of experimental deficiency like wall slip but characteristics of the material system. When nonlinear response of complex fluids is analyzed, the intensity and phase angle of higher harmonic contributions should be considered together, and the shape of the stress signal was found to be strongly dependent upon phase angle.ngle.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2002년도 추계학술대회논문집
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• pp.705-710
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• 2002

Magnetostrictive materials are used low frequency sonar transmitter instead of piezoelectric materials. But it is difficult to analyze due to the nonlinearity and hysteresis of magnetostrictive materials. This paper deals with the program development for the finite element modeling of magnetostrictive tonpilz transducers and for analyzing their acoustic characteristics. To take into account the nonlinearity of magnetostrictive materials, the magnetic field calculation is separated form the displacement calculation, and a curve fitting is adopted for the nonlinear behavior of the magnetic and mechanical strain fields. At first, the magnetic field is obtained by using a commercial FEM software and the displacement of the transducer is calculated by plugging the obtained magnetic field into forcing term. To verity the accuracy of the developed program, a comparison is made with a commercial code, ATILA.

• 공업화학
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• 제10권8호
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• pp.1175-1179
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• 1999

반도체 봉지재용 epoxy molding compound(EMC)에는 고함량의 충전제가 함유되어 있어 충전제의 함량이 유변학적 거동에 큰 영향을 미친다. 본 연구에서는 반도체 봉지재용 EMC의 점도거동을 충전제 함량과 주파수(frequency)의 변화에 따라 조사하였다. 또한 주파수변화에 따른 점도거동을 전단율(shear rate)의 함수로 변환하기 위해 Cox-Merz 식과 modified Cox-Merz 식을 적용해 보았다. 이 결과 고함량에서 전단박화현상(shear thinning)과 항복강도(yield stress)가 관찰되었으며 전단율의 함수로의 변환은 Cox-Merz식을 적용하였을 때는 고종도에서 변형율 변화에 따른 점도값 차이 때문에 적용될 수 없었다. Modified Cox-Merz식을 적용하였을 때는 고농도/고변형율에서는 측정장치의 한계 때문에 오차를 보이기는 하지만 각 변형율에 따른 점도값들이 한 개의 마스터곡선으로 일치되는 경향을 보였다.

• Coupled systems mechanics
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• 제4권4호
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• pp.279-295
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• 2015

The article presents a theoretical-experimental approach developed for modeling the coefficient of sliding friction in the dynamic system tool-workpiece in slide diamond burnishing of low-alloy unhardened steels. The experimental setup, implemented on conventional lathe, includes a specially designed device, with a straight cantilever beam as body. The beam is simultaneously loaded by bending (from transverse slide friction force) and compression (from longitudinal burnishing force), which is a reason for geometrical nonlinearity. A method, based on the idea of separation of the variables (time and metric) before establishing the differential equation of motion, has been applied for dynamic modeling of the beam elastic curve. Between the longitudinal (burnishing force) and transverse (slide friction force) forces exists a correlation defined by Coulomb's law of sliding friction. On this basis, an analytical relationship between the beam deflection and the sought friction coefficient has been obtained. In order to measure the deflection of the beam, strain gauges connected in a "full bridge" type of circuit are used. A flexible adhesive is selected, which provides an opportunity for dynamic measurements through the constructed measuring system. The signal is proportional to the beam deflection and is fed to the analog input of USB DAQ board, from where the signal enters in a purposely created virtual instrument which is developed by means of Labview. The basic characteristic of the virtual instrument is the ability to record and visualize in a real time the measured deflection. The signal sampling frequency is chosen in accordance with Nyquist-Shannon sampling theorem. In order to obtain a regression model of the friction coefficient with the participation of the diamond burnishing process parameters, an experimental design with 55 experimental points is synthesized. A regression analysis and analysis of variance have been carried out. The influence of the factors on the friction coefficient is established using sections of the hyper-surface of the friction coefficient model with the hyper-planes.

• 한국지반공학회지:지반
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• 제13권5호
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• pp.89-100
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• 1997

토목구조물의 동적해석 뿐아니라 공용상태 구조물 기초의 변형해석을 위해서는 지반의 신뢰성 있는 비선형 변형특성 평가가 매우 중요하다. 변형특성 평가를 위한 현장시험으로는 저변형률 하에서 지반의 탄성계수를 결정할 수 있는 크로스흘시험이나 중간변형률 영역에서 변형률 크기에 따른 탄성계수 결정이 가능한 공내재하시험이 사용되나 전 변형률 영역에서의 탄성계수 변화를 측정하지 못하고,,하중주파수의 영향,구속압의 영향 등을 엄밀히 평가하지 못하는 단점이 있다. 공진주/비틂전단시험과 같은 실내시험에서는 저변형률 및 중간변형률을 포함하는 전변형률 영역에서의 탄성계수 측정이 가능하나 불교란시료의 채취와 시료의 대표성 확보가 매우 어려운 단점이 있다. 따라서 보다 엄밀한 현장지반의 변형률 크기에 따른 탄성계수 결정을 위하여는 각각의 실내시험과 현장시험에서의 신뢰성 있는 변형률 측정범위, 작용되는 응력의 크기, 시험이 수행되는 하중주파수 차이 등을 효과적으로 결합하여 사용하여야 한다. 본 논문에서는 지반의 비선형 변형특성을 현장 및 실내시험 결과를 효과적으로 결합하여 사용하는 방법을 제시하고, 화강풍화토 지반에서 현장시험으로 크로스흘과 공내재하시험을, 실내시험으로는 공진주/비틂 전단시험을 수행하여 현장지반의 변형특성을 결정하고, 각 시험법들의 장.단점과 신뢰성 있는 시험범위를 검토하였다. 마지막으로, 현장지반의 비선형 변형특성 평가 절차를 제시하였다.

• Journal of Preventive Medicine and Public Health
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• 제38권2호
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• pp.182-188
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• 2005

Objectives: This study was undertaken to investigate the source of infection and mode of transmission of shigellosis, which occurred sporadically among residents and students in a subcounty of Cheongwon county, Chungbuk province, Korea, from June 4 to July 3 2003. Methods: 692 subjects completed a questionnaire and provided a swab for microbiological examinations,and 7 environmental specimens were examined for bacterial organisms. PFGE (pulsed-field gel electrophoresis) and fingerprinting were performed to find the genetic relationship among the temporally associated sporadic isolates. Results: A total of 29 patients had symptoms consistent with the case definition, with 13 confirmed and 16 suspected cases. The frequency of diarrhea was 6 times or more a day (80.8%), with a duration of 1 to 4 days (88.5%) in most cases. The most common symptoms accompanying the diarrhea were fever (80.9%) followed by abdominal pain (76.9%), headache (65.4%), chill (61.5%), vomiting (46.2%) and tenesmus (15.4%). The epidemic curve was characteristic of a person-to-person transmission. The PFGE and fingerprinting demonstrated identical or similar DNA patterns among the 3 Shigella sonnei isolates (A51, A53 and A61 types) found in this outbreak. Conclusion: A genetically identical strain of S. sonnei was estimated to be the cause of this outbreak, and the mode of transmission was most likely person-to-person.