• Journal of Advanced Marine Engineering and Technology
• /
• 제39권5호
• /
• pp.542-547
• /
• 2015

Since the oil price has been significantly jumped for several years, a heavy oil of low quality has been mainly used in the diesel engine of the merchant ship. Thus, a combustion chamber of the engine has been often exposed to severely corrosive environment more and more because temperature of the exhaust gas of the combustion chamber has been getting higher and higher with increasing of using the heavy oil of low quality. As a result, wear and corrosion of the engine parts such as exhaust valve, piston crown and cylinder head surrounded with combustion chamber are more serious compared to the other parts of the engine. Therefore, an optimum repair welding for these engine parts is very important to prolong their lifetime in a economical point of view. In this study, Inconel 625 filler metal were welded with GTAW method in the cast steel which would be generally used with piston crown material. And the corrosion properties of weld metal, heat affected and base metal zones were investigated using electrochemical methods such as measurement of corrosion potential, anodic polarization curves, cyclic voltammogram and impedance etc. in 35% $H_2SO_4$ solution. The weld metal and base metal zones exhibited the highest and lowest values of hardness respectively. Furthermore, the corrosion current density of the weld metal zone revealed the lowest value, having the highest value of hardness. The corrosive products with red color and local corrosion like as a pitting corrosion were considerably observed at the base metal zone, while these morphologies were not wholly observed in the weld metal zone. In particular, the polarization characteristics such as impedance, polarization curve and cyclic voltammogran associated with corrosion resistance property were well in good agreement with each other. Consequently, it is suggested that the mechanical and corrosion characteristics of the piston crown can be predominantly improved by repair welding method using the Inconel 625 electrode.

• Design & Manufacturing
• /
• 제14권1호
• /
• pp.49-55
• /
• 2020

In this study, the fatigue behavior and fatigue life characteristics of PA2200 specimens fabricated by SLS 3D printer were studied. Fatigue tests were performed according to the standard specification (ASTM E468) and fatigue life curves were obtained. In order to perform the fatigue test, mechanical properties were measured according to the test speed of the simple tensile test, and the self-heating temperature of the specimen according to the test speed was measured using an infrared temperature measuring camera in consideration of heat generation due to plastic deformation. There was no significant difference within the set test speed range and the average self-heating temperature was measured at 38.5 ℃. The mechanical strength at the measured temperature showed a relatively small difference from the mechanical strength at room temperature. Fatigue test conditions were established through the preceding experiments, and the loading conditions below the tensile strength at room temperature 23 ℃ were set as the cyclic load. The maximum number of replicates was less than 100,000 cycles, and the fracture behavior of the specimens with the repeated loads showed the characteristics of Racheting. It was confirmed that SLS 3D printing PA2200 material could be applied to the Basquin's S-N diagram for the fatigue life curve of metal materials. SEM images of the fracture surface was obtained to analyze the relationship between the characteristics of the fracture surface and the number of repetitions until failure. Brittle fracture, crazing fracture, grain melting, and porous fracture surface were observed. It was shown that the larger the area of crazing damage, the longer the number of repetitions until fracture.

• 한국구조물진단유지관리공학회 논문집
• /
• 제23권1호
• /
• pp.71-77
• /
• 2019

지지력이 큰 하부지반에 구조물의 하중을 전달하기 위한 방안으로 말뚝기초가 대부분 적용되고 있다. 이 연구에서는 접합부에 보강되는 철근량에 따라 반복하중 하에서 프리캐스트공법과 철근 및 속채움 콘크리트로 말뚝머리부를 보강한 철근콘크리트 말뚝(HPC)과 기초 접합부 거동을 실험을 통해 평가하였다. 철근량에 변화에 따라 제작된 두 종류의 접합부 실험체의 균열패턴과 파괴거동은 유사한 수준으로 평가되었다. 철근량 1.77배 증가에 기인하여 BS-H25 실험체는 BS-H19 실험체에 비해 최고하중은 약 1.47배 증가하였지만 연성비는 정가력시 76%, 부가력시 70% 수준을 나타내었다. 강성감소는 접합부 철근 항복 이후 BS-H19 실험체와 BS-H25 실험체는 정가력시 초기강성의 약 66% ~ 71% 수준으로 부가력시 54% ~ 57% 수준으로 감소되었고 BS-H25 실험체가 평균 13% 높은 강성값을 나타내었다. 극한하중 상태에서의 BS-H19와 BS-H25 실험체의 누적 에너지 소산량은 사용하중 상태에 비해 약 5.5배 및 6.6배 큰 값으로 측정되었다.

• 대한화학회지
• /
• 제44권2호
• /
• pp.109-114
• /
• 2000

본 실험에서는 고분자 상태의 Sodium Alginate를 시차펄스 전압전류법을 이용하여 최적의 분석조전을 조사 연구하였고, 먼저 고분자 상태인 Sodium Alginate를 순환전압전류법과 IR로 환원 작용기를 확인하였다. 수은방울크기 (medium size), 수집시간(60초), 수집 전위 (-0.20V vs Ag/AgCl), 주사속도(100mV/sec), 지지전해질(0.10M $NaClO_4$, pH 6,8)의 선택 둥 최적의 분석조전을 정하였다. 그리고 고분자 상태인 Sodium Alginate와 고분자 상태의 Sodium Alginate를 $100^{\circ}C$ 산조건하에서 가수분해하여 저분자화시켰을 때, 전류봉우리 높이 변화를 비교 분석하였다. 위와 같은 최적조건에서 Sodium Alginate를 정량분석해 본 결과 고분자 상태의 검정곡선은 0.50ppm으로부터 4.0ppm익 범위에서, 저분자일 때는 0.05ppm에서 0.24ppm의 범위에서 선형적이었다.

• 한국지진공학회논문집
• /
• 제22권3호
• /
• pp.149-160
• /
• 2018

This study experimentally and analytically examines the seismic vulnerability of steel rack storage frames subjected to Korea earthquakes (2016 Gyeongju earthquake and 2017 Pohang earthquake). To achieve this aim, this study selects a three-story, one-bay steel rack frame with a typical configuration of rack frame in Korea. Firstly, the local behavior for frame components is examined by performing monotonic and/or cyclic load tests and the global response and dynamic characteristics of the subject rack frame are investigated by conducting a shaking table test. The analytical model of the rack frame is then created based on the experimental results and is used to perform nonlinear time history analyses with recorded Korea earthquakes. The seismic demand of the rack frame is considerably affected by the spectral acceleration response, instead of peak ground accelerations (peak floor accelerations). Moreover, the collapse fragility curve of the rack frame is developed using incremental dynamic analyses for the Gyeongju and Pohang earthquakes. Fragility results indicate that the ground motion characteristics of these earthquakes do not significantly affect the frame vulnerability at the collapse state.

• 한국구조물진단유지관리공학회 논문집
• /
• 제23권6호
• /
• pp.77-83
• /
• 2019

원자력발전소에 지진격리장치를 설치하면 지진에 의한 하중을 지진격리장치가 담당하면서 설치 전보다 큰 변위가 발생하게 될 것으로 예상되며, 변위증가에 따라 일부 설비의 지진리스크가 증가될 가능성이 있다. 특히 지진격리된 구조물과 일반 구조물을 연결하는 설비인 배관 시스템의 경우 지진리스크가 크게 증가될 것으로 예상된다. 본 연구에서는 원자력발전소 배관 시스템의 취약부위인 강재 배관 Tee의 한계상태를 누수로 정의하고 면내반복가력시험을 수행하였다. 강재 배관 Tee의 모멘트와 변형각은 기존의 센서를 이용한 계측이 어려우므로 이미지 신호를 이용하여 측정하였다. 본 연구에서는 3인치 강재 배관 Tee의 모멘트와 변형각의 관계를 이용한 누수 선도 및 저주기 피로 곡선들을 제시하였다.

• Structural Engineering and Mechanics
• /
• 제73권6호
• /
• pp.613-620
• /
• 2020

The research study is focuses on a form of all-bolted joint with the external ring stiffening plate in the prefabricated steel structure. The components are bolted at site after being fabricated in the factory. Six specimens were tested under cyclic loading, and the effects of column axial compression ratio, concrete-filled column, beam flange sub plate, beam web angle cleats, and spliced column on the failure mode, hysteretic behavior and ductility of the joints were analyzed. The results shown that the proposed all-bolted joint with external ring stiffening plate performed high bearing capability, stable inflexibility degradation, high ductility and plump hysteretic curve. The primary failure modes were bucking at beam end, cracking at the variable section of the external ring stiffening plate, and finally welds fracturing between external ring stiffening plate and column wall. The bearing capability of the joints reduced with the axial compression ratio increased. The use of concrete-filled steel tube column can increase the bearing capability of joints. The existence of the beam flange sub plate, and beam web angle cleat improves the energy dissipation, ductility, bearing capacity and original rigidity of the joint, but also increase the stress concentration at the variable section of the external reinforcing ring plate. The proposed joints with spliced column also performed desirable integrity, large bearing capacity, initial stiffness and energy dissipation capacity for engineering application by reasonable design.

• Structural Engineering and Mechanics
• /
• 제63권6호
• /
• pp.725-734
• /
• 2017

This paper investigated the effects of rebar corrosion on bond performance between rebar and two different concrete mixes (compressive strengths of 20.7 MPa and 44.4 MPa). The specimen was designed as a rebar centrally embedded in a 200 mm concrete cube, with two stirrups around the rebar to supply confinement. An electrochemical accelerated corrosion technique was applied to corrode the rebar. 120 specimens of two different concrete mixes with various reinforcing steel corrosion levels were manufactured. The corrosion crack opening width and length were recorded in detail during and after the corrosion process. Three different loading schemes: monotonic pull-out load, 10 cycles of constant slip loading followed by pull-out and varied slip loading followed by pull-out, were carried out on the specimens. The effects of rebar corrosion with two different concrete mixes on corrosion crack opening, bond strength and corresponding slip value, initial slope of bond-slip curve, residual bond stress, mechanical interaction stress, and energy dissipation, were discussed in detail. The mean value and coefficient of variation of these parameters were also derived. It was found that the coefficient of variation of the parameters of the corroded specimens was larger than those with intact rebar. There is also obvious difference in the two different concrete mixes for the effects of rebar corrosion on bond-slip parameters.

• 한국건설순환자원학회논문집
• /
• 제2권4호
• /
• pp.354-359
• /
• 2014

이 연구의 목적은 혼화재 다량 치환 경량 및 보통중량 콘크리트의 압축 피로 특성 평가이다. 사용된 결합재는 시멘트 30%, 플라이애쉬 20%, 고로슬래그 50%이다. 콘크리트의 설계 압축강도는 40MPa 이다. 반복하중은 최대 응력비가 정적 콘크리트 압축강도의 75%, 80% 및 90%와 최소 응력비가 정적 강도의 10% 범위에서 1Hz의 속도로 가력하였다. 실험결과 혼화재 다량 치환 경량콘크리트의 피로수명은 혼화재 다량치환 보통중량 콘크리트에 비해 다소 낮았다. 최대응력에서의 피로변형률 값은 피로수명의 약 90% 이후부터 정정 응력-변형률 곡선의 하강부와 교차하였다.

• 한국발생생물학회지:발생과생식
• /
• 제7권1호
• /
• pp.1-7
• /
• 2003

사람을 비롯한 대부분의 동물들은 주변 환경의 영향을 받아 주기적인 생활을 영위하고 있다. 지구의 자전 및 공전으로 그리고 국소적으로 발생되는 주기적인 변화는 생명체의 행동으로 뚜렷하게 표출된다. 이러한 환경의 주기적인 변화는 오랜 기간의 진화과정을 통하여 생명체 내의 유전자로 각인되었으며, 이 유전자들은 발생 과정을 포함하는 성장 과정에서 리듬으로 발현된다. 환경의 변화는 결국 유전자로 정착하여 생체 시계로서 작용하며, 시상하부의 시신경교차상핵(suprachiasmatic nucleus, SCN)이 유력한 해부학적 위치이다. 따라서 생체 시계는 지구상에 살고 있는 생명체의 각종 리듬을 지배하여, 출생 및 사망, 수명, 행동, 생리, 세포 분열, 생화학적 반응 등등에 영향을 미친다. 리듬은 서서히 변화하는 환경의 변화에 맞도록 재조정된다. 생체 시계는 규칙적인 환경 변화를 예측하고 이에 미리 대비하게 하는 장점을 지니고 있다.