• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2005년도 추계학술발표대회 개요집
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• pp.26-28
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• 2005

The purpose of this study is to evaluate the behavior of the welding distortion of the 9% Ni steel weldment involving the martensitic phase transformation. In order to do it, an uncoupled thermal-mechanical finite element (FE) model was developed to evaluate the effect of the phase transformation on the distortion for the weldment. High speed quenching dilatometer tests were employed to define the variations of the coefficient of thermal expansion (CTE) with the fraction of the martensitic phase transformation, which strongly depends on the cooling speed after welding. Comprehensive experiments for the welding distortion of the weldment with reference to welding heat input were employed to verify the FE model.

• Journal of Welding and Joining
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• 제18권5호
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• pp.55-62
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• 2000

A metallurgical model for the phase transformation kinetics at Coarsened Grain Heat Affected Zone(CGHAZ) on the basis of Johnson-Mehl-Avrami equation(JMA equation) was proposed. In this model, the effect of prior austenite grain size on the transformation and the morphological changes of ferrite were considered. Isothermal dilatometer tests were performed to determine the effect of prior austenite grain size (AGS) on the austenite decomposition to ferrite and pearlite in a plain carbon steel. By comparing the calculated volume fraction with measured data, the reliability of the developed model was discussed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.836-842
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• 2011

The lateral stability of bridge foundations against train moving load, emergency stopping load, earthquakes, and so on is very important for a railway bridge foundation. A borehole test is much more accurate than laboratory tests since it is possible to minimize the disturbance of ground conditions on the test site. The representative borehole test methods are Dilatometer, Pressuremeter and Lateral Load Tester, which usually provide force-resistance characteristics in elastic range. In order to estimate P-y curves using those methods, the non-linear characteristics of soil which is one of the most important characteristics of the soil cannot be obtained. Therefore, P-y curves are estimated usually using elastic modulus ($E_O$, $E_R$) of lateral pressure-deformation ratio obtained within the range of elastic behavior. Even though the pile foundation is designed using borehole tests in field to increase design accuracy, it is necessary to use a higher safety factor to improve the reliability of the design. A Large Displacement Borehole Testmeter(LDBT) is developed to measure nonlinear characteristics of the soil in this study. P-y curves can be directly achieved from the developed equipment. Comparisons between measured P-y curves the LDBT developed equipment, theoretical methods based on geotechnical investigations, and back-calculated P-y curves from field tests are shown in this paper. The research result shows that the measured P-y curves using LDBT can be properly matched with back-calculated P-y curves from filed tests by applying scale effects for sand and clay, respectively.

• Journal of Welding and Joining
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• 제25권1호
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• pp.42-48
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• 2007

For high performance and structural stability, application of high strength steel has continuously increased. However, the change of the base metal gives rise to problems with the accuracy management of the welded structure. It is attributed to the martensite phase transformation of the high strength low alloy steel weldment. The purpose of this study is to establish the predictive equation of transverse shrinkage and residual stress for the HY-100 weldment. In order to do it, high speed quenching dilatometer tests were performed to define a coefficient of thermal expansion(CTE) at the heating and cooling stage of HY-100 with various cooling rates. Uncoupled thermal-mechanical finite element(FE) models with CTE were proposed to evaluate the effect of the martensite phase transformation on transverse shrinkage and residual stresses at the weldment. FEA results were verified by comparing with experimental results. Based on the results of extensive FEA and experiments, the predictive equation of transverse shrinkage and longitudinal shrinkage force at the HY-100 weldment were formulated as the function of welding heat input/in-plane rigidity and welding heat input respectively.

• 한국지반공학회논문집
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• 제27권4호
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• pp.21-32
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• 2011

본 연구는 CPT와 DMT를 이용한 부산지역 점토 압축성 추정에 관한 것으로, 이를 위해 부산신항과 녹산점토에 대해 현장시험 및 실내시험을 수행하였다. 압밀시험 결과 부산신항 및 녹산 점토는 정규압밀점토이며, 압축지수는 0.5~1.3로 나타났다. 분석결과에 의하면 콘저항치와 횡방향구속 변형계수의 상관계수인 ${\alpha}_m$과 ${\alpha}_n$은 소성지수에 따라 감소하였으며, 딜라토미터 계수와 횡방향구속 변형계수의 상관계수 $R_M$은 $1/I_D$에 따라 증가하였다. 본 연구에서는 이러한 관계를 이용하여 횡방향구속 변형계수를 추정하는 방법을 제안하였다. 제안된 방법으로 횡방향구속 변형계수를 추정한 결과 CPT 추정방법은 개량 후 지반의 횡방향구속 변형계수를 과소평가한 반면, DMT 추정방법은 개량 전 후 지반 모두 횡방향구속 변형계수를 적절히 추정하였다.

• 한국지반공학회논문집
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• 제25권6호
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• pp.5-16
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• 2009

본 연구는 콘 관입시험(CTP)과 딜라토미터시험(DMT)을 이용한 부산지역 점토의 최대전단탄성계수 추정($G_{max}$)에 관한 것이다. 이를 위해 부산신항 지역과 녹산지역에서 피에조콘 관입시험(CPT) 및 달라토미터시험(DMT)를 수행하였으며, 비교란 시료를 채취하여 hybrid oedometer 시험을 실시하였다. Oedometer 내벽에 장착된 벤더엘리먼트로 전단파 속도를 측정하여 최대전단탄성계수를 산정하였으며, 이를 바탕으로 부산점토의 최대전단탄성계수와 구속응력, 간극비, 응력이력간의 관계를 파악하였다. 현장시험 및 실내시험을 분석한 결과, $q_t$와 $G_{max}$의 상관계수 ${\alpha}_G$는 소성지수에 반비례하는 것으로 나타났으며, $E_D$와 $G_{max}$의 상관계수 $R_G$는 ($I/I_D$)$(p_a/{\sigma}'_v)^{0.5}$와 비례관계를 나타냈다. 이러한 관계를 바탕으로 본 연구에서는 CPT와 DMT 시험으로부터 $G_{max}$를 추정하는 방법을 개발하였으며, 제안된 방법은 부산점토의 최대전단탄성계수를 적절하게 예측하는 것으로 관찰되었다.

• 한국지반공학회논문집
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• 제25권2호
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• pp.67-77
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• 2009

본 연구에서는 대형 챔버에 조성된 고결시료에 미니콘 관입시험과 딜라토미터 시험을 수행하고, 각 시험결과에 반영된 고결영향을 평가하였다. 시험결과 딜라토미터 시험이 콘관입시험보다 모래의 고결에 좀 더 민감하였으나, 두 시험 모두 관입주변의 고결결합을 파괴하기 때문에 고결모래의 변형특성을 정확히 평가할 수 없었다. 모래의 고결정도가 증가할수록 고결모래의 딜라토미터 계수와 콘선단저항의 비($E_D/q_c$)가 증가하였으나, 기존 연구와는 달리 고결모래와 미고결모래의 수평음력지수와 콘선단저항의 관계는 명확히 나타나지 않았다. 콘선단저항과 딜라토미터 횡방향구속 변형계수($M_D$)의 관계로부터 고결모래의 점착력과 횡방향구속 변형계수(M)를 평가하였다.