• 한국해양공학회지
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• 제22권1호
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• pp.53-57
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• 2008

Friction welding was performed to investigate mechanical properties for Ni-base superalloy with 15 mm diameter solid bar. The main friction welding parameters were selected to endure good quality welds on the basis of visual examination, tensile tests, impact energy test, Vickers hardness surveys of the bond of area and heat affected zone. And then, the nondestructive technique to evaluate the weld quality was carried out by acoustic emission(AE) and ultrasonic attenuation coefficient. The tensile strength of the friction welded joint was shown up to 90 % of the Alloy718 base metal under the condition of the heating time over 5 sec. The optimal welding conditions were n=2,000 rpm, $P_1=200$ MPa, $P_2=200$ MPa, $t_1=8$ sec and $t_2=5$ sec when the total upset length was 4.4 mm.

• 대한조선학회논문집
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• 제28권2호
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• pp.275-284
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• 1991

최근 압력용기, 고압배관, LNG Tank 및 선체등의 구조물 파괴에 대한 안전성을 보증하기 위하여, 구조부재의 표면결함에 대한 균열성장 거동을 파악하는 것이 중요한 과제중에 하나라고 인식되어지고 있다. 본 연구에서는 단일 및 복수표면 결함의 피로균열 성장을 바탕으로 표면에서 관통되기까지의 균열성장 수명의 추정등 실질적이고 일반적인 문제들을 해석할려고 시도하였다. 또한, 복수균열 문제에 적용하기 위하여 복수 언더컷의 합체진전현상을 검토하였으며 단일 언더컷과 복수 언더컷의 전파특성이 유사함을 밝혔다.

• 한국안전학회지
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• 제12권2호
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• pp.45-56
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• 1997

Fracture behavior of ex-serviced 1Cr-0.5Mo steel was measured at room($24^{\circ}C$) and elevated($538^{\circ}C$) temperature and compared with that measured with virgin 1Cr-0.5Mo steel. Compact C(T) specimens were machined from the base and welded test materials. In case of the C(T) specimens of the weld, fatigue precrack was introduced along the fusion line so that following crack growth should occurs along the region of heat affected zone. It was observed that the J-R curve of the serviced material was significantly lower than that of the virgin material at room temperature. Brittle fracture was observed in the serviced material. On the other hand, at elevated temperature no noticeable difference was found between the J-R curves of the virgin and the serviced material. The measured J-R curves were also compared with those of the 1.25Cr-0.5Mo steel obtained from the other literatures. Optical microscopy and SEM examination of the serviced material reveal the carbide in/along the grain boundary which shows material degradation due to long-term usage. An example of application of the measured J-R curves is shown.

• Journal of Welding and Joining
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• 제14권5호
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• pp.122-133
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• 1996

In order to evaluate the cryogenic fracture characteristics of structural steels for superconducting magnets of fusion reactor, small punch (SP) testing was performed on austenitic stainless steel (JN1 base metal) and its TIG weldments at 293K, 77K and 4K. The mechanical properties with respect to the extracted location of the weld metal, on the effects of welding heat cycle about base metal near fusion line in TIG weldments were investigated. The mechanical property of the weld metal in TIG weldments depends on distance from welding root, root region of weldments having the lowest mechanical property. The base metal near fusion line showed degradation of mechanical property caused by cyclic heating during the TIG welding. Based on the test results, HAZ was found to be up to 5mm from the fusion line. It is shown that SP testing is a useful tool to evaluate the mechanical properties with respect to the microstructures changes such as HAZ as well as weld metal in TIG weldments at cryogenic temperature.

• 한국생산제조학회지
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• 제21권6호
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• pp.910-914
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• 2012

In constructing all kinds of equipment and steel structures, discontinuous areas such as weld defects formed in a welded structure tend to generate cracks that will result in damage. In this study, ATOS high-strength steel welding becomes important in butt welding where the tensile strength of the steel is over 80kg/$mm^2$. Structural discontinuities such as joints are more susceptible cracks in part due to their repeated loading and fatigue crack growth. The quality of parts produced depend or the shielded amounts of steel and on the skill of the welders in making strong welds. It is true that there are many factors that can be used to generate a lot of research in this area. However geometry and load conditions due to the combined effects with many issues could be solved through this study. Butt welding material at a plate thickness of 12t in ATOS 80 high-strength steel with a 4 pass, 20l/min, 24V/200A welder is good at making specimens with the quality shown in radiographic testing.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2005년도 추계학술발표대회 개요집
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• pp.192-194
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• 2005

Joint strength of spot friction welded 5J32 Al alloy were investigated according to the tool shape and the tool penetration depth. General spot friction stir welding tool consists of a shoulder having bigger diameter and a threaded pin projected from the shoulder, which resulted in the generation of large up-lifting of upper plate around the weld nugget because of the deeper penetration and the severe stirring effect of threaded pin. Two kinds of welding tools without the threaded pin were used to avoid the distortion and improve the joint strength. One was a simple cylindrical shape and the other was cylindrical shape with small projection. Therefore, the process was named as spot friction welding comparing to spot friction stir welding because spot friction welding don't use a stirring effect. Using the cylindrical shape tool with small projection, the up-lifting of upper plate were avoided and joint strength were superior to that of the joint using simple cylindrical shape tool. At the 0.5mm of too penetration depth using cylindrical tool with small projection, nugget pull fracture mode can be observed and shear fracture mode were dominant at the rest conditions.

• 동력기계공학회지
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• 제6권1호
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• pp.68-73
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• 2002

An opportunity to use the elevated temperature has been recently increasing in various elements of heat facilities or machines such as heat exchanger tubes, pressure vessels, engines of aircraft, boilers and turbines in power plants, and nuclear reactor components, etc. as machinery industry develops. Thus, the development of such elevated-temperature heat-resisting materials and the studies on their elevated-temperature materials friction welding, creep design and analysis have been considered as an important and needful fact. In this paper, friction welding optimization for 1Cr0.5Mo to STS304 and AE applications for the weld quality evaluation were investigated. The important results of this study are as follows : The techniques for dissimilar friction welding optimization of the elevated temperature materials 1Cr0.5Mo and STS304 and its real-time weld quality evaluation by AE were developed, considering on both strength and toughness. Quantitative relationship was identified among welding condition, weld quality and cumulative AE counts.

• 한국강구조학회 논문집
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• 제15권6호통권67호
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• pp.673-681
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• 2003

본 논문은 냉간성형 각형강관 T형 접합부의 최대내력에 관한 실험 연구이다. 새로운 접합부로 지관을 트러스 평면에 대해 $45{^{\circ}}$회전시켜서 주관에 용접하고 주관 웨브 측면에는 플레이트로 보강한 형상을 연구 대상으로 설정하였다. $16.7{\leq}2{\gamma}(B/T){\leq}33.3$이고 $0.63{\leq}{\beta}(b1/B){\leq}0.7$ 범위의 지관 $45{^{\circ}}$회전시킨 T형 접합부에 대하여, 기존 최대내력식과의 비교 검토를 통하여 웨브 측면 보강에 따른 내력증대 및 파괴모드의 변화 등에 대하여 실험을 통해 조사하고자 한다. 실험결과, 보강판 두께 증가에 따라 보강 실험체의 접합부 내력이 상승하는 것으로 나타났다. $2{\gamma}=33.3$이고 플레이트로 웨브 보강한 실험체는는 접합부 파괴모드가 플랜지 파괴(M2)에서 복합파괴(M3) 형태로 전환되었으며, $2{\gamma}=16.7$이고 플레이트로 웨브 보강한 실험체에서는 웨브파괴(M1)에서 플랜지파괴(M2)로 지배 파괴모드가 변화하는 것으로 나타났다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집A
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• pp.274-279
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• 2001

Creep-fatigue crack growth behavior was experimentally measured particularly when a crack was located in the heat affected region of 1Cr-0.5Mo steel. Load hold times of the tests for trapezoidal fatigue waveshapes were varied among 0, 30, 300 and 3,600 seconds. Time-dependent crack growth rates were characterized by the $C_t$-parameter. It was found that the crack growth rates were the highest when the crack path was located along the fine-grained heat affected zone(FGHAZ). Cracks located in other heat affected regions had a tendency to change the crack path eventually to FGHAZ. Creep-fatigue crack growth law of the studied case is suggested in terms of $(da/dt)_{avg}$ vs. $(C_t)_{avg}$ for residual life assessment.

• 한국강구조학회 논문집
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• 제20권2호
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• pp.289-301
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• 2008

이중강판합성벽은 타이바로 연결된 강판외피 사이에 콘크리트를 충전시킨 구조벽으로서, 벽체의 구조성능을 향상시키고, 벽체의 두께를 줄이며, 별도의 거푸집 및 배근 공사없이 시공성을 향상시키기 위하여 개발되었다. 본 연구에서는 주기하중을 받는 이중강판합성벽의 비탄성거동특성 및 내진성능을 평가하기 위하여, 직사각형 및 T형 단면형상을 갖는 단일벽 및 병렬벽 실험체에 대하여 실험 연구를 수행하였다. 실험 결과, 이중강판합성벽은 주기하중에 대하여 핀칭이 없이 우수한 에너지소산능력을 나타냈다. 벽체하단부 기초의 접합상세와 단면형상에 따라 파괴모드 및 변형능력의 차이를 보였으며, 주로 벽체기초 또는 연결보 용접부의 파단과 강판국부좌굴에 의하여 파괴되었다. 적절한 용접 및 보강 상세를 갖는 실험체들은 2.0~3.7% 층간변형각의 변형능력을 보였다. 또한 벽체와 연결보의 비탄성강도를 고려하여 단일벽 및 병렬벽 실험체의 하중재하능력을 평가하였으며, 이를 실험결과와 비교하였다.