• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.121-128
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• 2004

A constiutive model was proposed in order to model dilatancy under $K_0$ conditions. The model includes an anisotropic hardening rule with bounding surface and hypothetical peak stress ratio and dilatancy function which are dependent on a state parameter. The triaxial stress-strain relationship under $K_0$ conditions was calculated reasonably by the proposed model. In particular the model could consistently predict dilatancy in volume change, softening with peak strength and small strain behavior.

• Earthquakes and Structures
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• 제25권1호
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• pp.27-41
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• 2023

This study focused on nonlinear effective stress site response analysis using two coupled constitutive models, that is, the DM model (Dafalias and Manzari 2004), which incorporated a simple plasticity sand model accounting for fabric change effects, and the PMDY03 model (Khosravifar et al. 2018), that is, a 3D model for earthquake-induced liquefaction triggering and postliquefaction response. A detailed parametric study was conducted to validate the effectiveness of nonlinear site response analysis and porewater pressure (PWP) generation through a true coupled formulation for assessing the initiation of liquefaction at ground level. The coupled models demonstrated accurate prediction of liquefaction triggering, which was in line with established empirical liquefaction triggering relations in published databases. Several limitations were identified in the evaluation of liquefaction using the cyclic stress method, despite its widespread implementation for calculating liquefaction triggering. Variations in shear stiffness, represented by changes in shear wave velocity (Vs1), exerted the most significant influence on site response. The study further indicated that substantial differences in response spectra between nonlinear total stress and nonlinear effective stress analyses primarily occurred when liquefaction was triggered or on the verge of being triggered, as shown by excess PWP ratios approaching unity. These differences diminished when liquefaction occurred towards the later stages of intense shaking. The soil response was predominantly influenced by the higher stiffness values present prior to liquefaction. A key contribution of this study was to validate the criteria used to assess the triggering of level-ground liquefaction using true coupled effective-stress constitutive models, while also confirming the reliability of numerical approximations including the PDMY03 and DM models. These models effectively captured the principal characteristics of liquefaction observed in field tests and laboratory experiments.

• Maxillofacial Plastic and Reconstructive Surgery
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• 제38권
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• pp.9.1-9.9
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• 2016

Background: As dental implants receive masticatory stress, the distribution of stress is very important to peri-implant bone homeostasis and implant survival. In this report, we created a saddle-type implant and analyzed its stability and ability to distribute stress to the surrounding bone. Methods: The implants were designed as a saddle-type implant (SI) that wrapped around the alveolar bone, and the sizes of the saddles were 2.5, 3.5, 4.5, and 5.5 mm. The X and Y displacement were compared to clarify the effects of the saddle structures. The control group consisted of dental implants without the saddle design (CI). Using finite element modeling (FEM), the stress distribution around the dental implants was analyzed. Results: With saddle-type implants, saddles longer than 4.5 mm were more effective for stress distribution than CI. Regarding lateral displacement, a SI of 2.5 mm was effective for stress distribution compared to lateral displacement. ASI that was 5.6 mm in length was more effective for stress distribution than a CI that was 10 mm in length. Conclusions: The saddle-type implant could have a bone-gaining effect. Because it has stress-distributing effects, it might protect the newly formed bone under the implant.

• 한국지반환경공학회 논문집
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• 제9권6호
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• pp.61-70
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• 2008

본 연구는 저소성 실트의 비배수 전단거동특성을 파악하기 위해서 낙동강 중류에서 채취한 저소성 실트를 이용하여 비배수 삼축압축시험을 수행하였다. 시험 결과 축차응력은 항복응력에 도달한 후 사질토의 거동인 경화현상이 나타났으며, 간극수압은 최대값 이후 감소하여 한계상태에 도달하였다. 유효응력경로에서는 압밀응력이나 과압밀비에 상관없이 사질토와 같이 한계상태선(CSL)과 상태전이선(PTL)이 존재하였다. 저소성 실트 거동에 대해 Modified Cam-Clay(MCC) 모델과 동적인공신경망 모델인 Jordan과 Elman-Jordan 모델을 적용하여 예측을 실시하였다. 예측결과, MCC model은 저소성 실트의 전반적인 거동을 예측할 수 없었으나, Jordan과 Elman-Jordan 모델은 모두 저소성 실트의 거동을 비교적 잘 예측하였다.

• 지능정보연구
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• 제14권2호
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• pp.21-44
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• 2008

최근 유비쿼터스 컴퓨팅 환경에서 등장하고 있는 각종 서비스들은 공통적으로 상황인식 컴퓨팅(context-aware computing)의 속성을 갖고 있다. 사용자를 둘러싼 다양한 상황(context)을 인식하여 다른 곳으로 정보를 전송하거나 지능적인(intelligent) 서비스를 제공해주는 것을 유비쿼터스 컴퓨팅 서비스의 기본 속성이라고 할 때, 유비쿼터스 컴퓨팅 서비스는 웰빙케어(well-being care) 분야에도 적용될 수 있다. 본 연구는 상황인식 컴퓨팅의 속성을 스트레스 관리를 위한 새로운 서비스에 적용해 봄으로써, 스트레스 정도를 객관적으로 측정할 수 있고 스트레스를 줄여주는 개인화 된 항스트레스(personalized anti-stress) 서비스를 제공할 수 있는 방법을 고안하였다. 이를 위해 본 연구는 스트레스 지수 모델(stress index model)을 개발하고, 스트레스를 측정하여 그에 맞는 항스트레스 서비스를 제공할 수 있는 방법론적인 접근을 시도하였다. 또한, 데모시스템의 테스트를 통해 스트레스 지수 모델의 기술적 구현 가능성을 확인하였다. 뿐만 아니라, 이와 같은 방법들을 사업적 관점에서 실제 적용할 수 있는 방법의 하나로서, 스트레스 측정과 관리를 주 목적으로 하는 u-SMC(Stress Management Center)의 비즈니스 모델을 개발함으로써 스트레스 관리를 위한 유비쿼터스 컴퓨팅 서비스의 상용화 가능성도 살펴보았다.

• 한국지반공학회논문집
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• 제20권6호
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• pp.75-83
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• 2004

본 논문에서는 사질토의 취성적 응력-변형률 관계와 전단시 체적팽창을 고려할 수 있는 구성모델에 대한 연구를 수행하였다. 제안된 모델은 일반등방경화규칙에 의거한 비등방 경화규칙을 적용하였으며, 항복면의 형태는 응력공간에서 원통형으로 나타나는 단순한 형태로 실용적으로 적용하기 편리하도록 하였다. 또한 유동규칙을 단순화하여 구체적인 팽창률 함수를 이용하여 정의하였다. 또한 가상적인 첨두응력비를 정의하여 취성적 응력-변형률 관계를 모델링하는 것이 가능하였다. 이러한 구성모델은 수학적 정식화를 한 후 실험자료와 비교하도록 프로그램을 구현하였다. 동반논문에서는 삼축실험결과와 비교하여 검증할 것이다.

• 한국신뢰성학회지:신뢰성응용연구
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• 제18권3호
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• pp.229-239
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• 2018

Purpose: There is a difficulty in Environmental Stress Screening (ESS) test design for weapon system's electrical/electronic components/products in small and medium-sized enterprises. To overcome this difficulty, I propose an easy ESS test design approach algorithm that is optimized with only one environment tolerance design information parameter (${\Delta}T$). Methods: To propose the mass production weapon system ESS test design for cost-effective optimization, I define an optimum cost-effective mathematical model ESS test algorithm model based on modified MIL-HDBK-344, MIL-HDBK-2164 and DTIC Technical Report 2477. Results: I clearly confirmed and obtained the quantitative data of ESS effectiveness and cost optimization along our ESS test design algorithm through the practical case. I will expect that proposed ESS test method is used for ESS process improvement activity and cost cutting of mass production weapon system manufacturing cost in small and medium-sized enterprises. Conclusion: In order to compare the effectiveness of the proposed algorithm, I compared the effectiveness of the existing ESS test and the proposed algorithm ESS test based on the existing weapon system circuit card assembly for signal processing. As a result of the comparison, it was confirmed that the test time was reduced from 573.0 minutes to 517.2minutes (9.74% less than existing test time).

• Steel and Composite Structures
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• 제4권5호
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• pp.355-365
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• 2004

A new reduction method of residual stress in welding joint is proposed where welded metals are shaken during welding. By an experiment using a small shaker, it can be shown that tensile residual stress near the bead is significantly reduced. Since tensile residual stress on the surface degrades fatigue strength for cumulative damage, the proposed method is effective to reduction of residual stress of welded joints. The effectiveness of the proposed method is demonstrated by the response analysis using one mass model with nonlinear springs.

• 한국지반공학회논문집
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• 제21권8호
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• pp.27-35
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• 2005

액상화에 따른 지반의 과도한 변형으로 인한 피해가 자주 발생되고 있다. 그에 따른 지반의 움직임을 예측하기 위해서는 유효응력 개념에 기초한 수치해석 기법이 요구되어 진다. 본 연구에서는 지진 및 유사한 반복 하중에 따른 수압의 상승을 예측할 수 있는 연성(fully coupled) 유효응력 구성모델인 UBCSAND를 제안하였다. 제안된 모델은 간단한 완전탄소성모델인 Mohr-Coulomb을 변형한 형태로 마찰각(friction angle)과 팽창각(dilation angle)을 점진적으로 증가시킴으로써, 기존의 파괴상태내에서도 연속적인 소성변형 발생을 표현할 수 있다. 항복함수는 전단응력과 평균응력의 비인 $(\sigma'_1-\sigma'_3)/(\sigma'_1-\sigma'_3)$로 나타내며, 응력도의 원점에서 시작하는 무한개의 방사선을 의미한다. 따라서, Mohr-Coulomb의 파괴면과 같은 형태의 무수한 항복면을 가진다. 소성 경화법칙은 등방경화(isotropic hardening)와 이동경화(kinematic hardening)를 혼합한 형태를 이루고 있다. 재하(loading) 및 재재하(reloading)시에는 연속적인 소성 변형이 일어나나, 제하(unloading)시에는 탄성변형을 가정하였다. 제안된 모델은 느슨한 Fraser River 모래를 이용한 직접단순전단시험(Direct simple shear test)결과와 비교하여 검증하였다.

• Journal of Welding and Joining
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• 제21권1호
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• pp.66-71
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• 2003

The release of residual stress by mechanical loading and unloading is often performed in the fabrication of box structure fur steel bridge. The proper degree of loading and unloading is significant at release method of residual stress by mechanical loading because that degree is changed by material and geometric shape of welded structure. Therefore, the simulation model that could exactly analyze the release of residual stress by mechanical loading is to be necessary. In this study, the non-linear behavior of weldments under external loading and unloading, such as the decrease and increase of structure stiffness, was investigated by monitoring of nominal stress and strain. Tensile loading and unloading test and the proper degree of stress relaxation was measured by sectioning technique using strain gauge. Analysis model that is indispensable for the effective application of MSR method was established on the basis of test and measurement result.