• 제목/요약/키워드: Bar Welding

검색결과 142건 처리시간 0.021초

Effect of Roll Gap Change of Oval Pass on Interfacial Slip of Workpiece and Roll Pressure in Round-Oval-Round Pass Rolling Sequence

  • Lee, Youngseog;Bayoumi, Laila-Salah;Kim, Hong-Joon
    • Journal of Mechanical Science and Technology
    • /
    • 제16권4호
    • /
    • pp.492-500
    • /
    • 2002
  • This paper presents a study of the effect of varying the roll gap of oval pass in round-oval-round pass sequence on the interracial slip of workpiece, entrance and exit velocities, stresses and roll load that the workpiece experiences during rolling, by applying analytical method, finite element simulation and verification through hot bar rolling tests. The results have shown that the roll gap variation of oval pass affects the interfacial slip of workpiece along the groove contact and the specific roll pressure. The optimum conditions in terms of minimum interfacial slip and minimum specific roll pressure, which might influence the maximum groove life, is obtained when the subsequent round pass is completely filled.

구조화 용접철강을 사용한 일방향 슬래브의 휨 거동에 관한 실험적 연구 (An Experimental Study on Flexural Behavior of One-Way Concrete Slabs Using Structural Welded Wire-Fabric)

  • 허갑수;윤영호;양지수;김석중;정헌수
    • 콘크리트학회지
    • /
    • 제6권2호
    • /
    • pp.169-179
    • /
    • 1994
  • 주택건설은 극심한 건축자재 부족과 인력수급등의 많은 어려움을 격고 있는데, 이에 대한 문제의 해결방은 중 하나로 철근콘크리트 공사에서 철근의 가공조립공정을 보다 간소화하면서 그 기능의 효율성을 높이는 방법으로 구조용 용접철망과 루프형 용접철망을 이용한 공법이 제기되고 있다. 본 연구에서는 일방향 슬래브에 콘크리트 예상 압축강도가 $210kg/cm^2$일 때, 최대균열폭과 소성변형 능력에 영향을 미치는 요인인 사용철근의 종류, 최소철근비를 기준으로 한 인장철근비(${\rho}t$), 주변지지조건, 겹이음길이의 4가지 주요변수로 하여 슬래브의 구조적 특성 및 휨거동을 파악하는데 그 목적을 두었다. 연구결과, 소성변형능력은 이형철근을 사용한 슬래브가 용접철망을 사용한 슬래브보다 월등히 큰 것으로 나타났고, 겹이음된 슬래브에서는 겹이음길이 30D가 적절한 것으로 나타났다. 또한 최대균열폭은 용접철망과 루프형 용접철망을 사용한 슬래브가 이형철근을 사용한 슬래브 보다 균열폭을 억제하는 것으로 나타났다.

액체로켓용 연료 과농 가스발생기 개발 (Development of a Liquid Rocket Engine Fuel-Rich Gas Generator)

  • 서성현;안규복;임병직;김종규;이광진;한영민;류철성;김홍집;최환석
    • 한국추진공학회지
    • /
    • 제11권4호
    • /
    • pp.38-45
    • /
    • 2007
  • 국내 최초로 액체로켓엔진용 연료 과농 가스발생기가 개발되었으며 이것은 고온, 고압가스(약 900 K, 약 58 bar)를 초당 4 kg이상 발생시킬 수 있다. 고압가스는 터보펌프 터빈을 구동하며, 추진제 탱크에 필요한 열 공급원으로 사용될 수 있다. 본 가스발생기는 개념설계 및 초기 개발시험을 거쳐 최종 형상이 결정되었으며, 구조 및 열 해석이 동시에 진행되었다. 제작은 정밀 기계가공과 표면처리, 특수용접공정을 통해 이루어졌으며, 최종 개발 성능 및 기능 특성 확인을 위해 두 종류의 가스발생기가 제작되어 연소시험을 통한 평가가 진행되었다. 안정적인 점화 및 연소특성과 함께 발생 연소가스의 온도분포 및 평균온도 특성이 양호하며, 개발 요구 조건을 본 개발품이 만족하는 것으로 성공적인 개발이 이루어졌다.

액체로켓용 연료 과농 가스발생기 개발 (Development of a Liquid Rocket Engine Fuel-Rich Gas Generator)

  • 서성현;안규복;임병직;김종규;이광진;문일윤;한영민;유철성;김홍집;최환석
    • 한국추진공학회:학술대회논문집
    • /
    • 한국추진공학회 2006년도 제27회 추계학술대회논문집
    • /
    • pp.181-185
    • /
    • 2006
  • 국내 최초로 개발된 액체로켓엔진용 연료 과농 가스발생기는 900 K 정도의 온도를 갖는 58 bar 수준의 고압가스를 초당 4 kg이상 발생시킬 수 있다. 고압가스는 터보펌프 터빈을 안정적으로 구동할 수 있으며, 추진제 공급탱크 가압에 필요한 열원으로 사용될 수 있다. 본 가스발생기는 개념설계 및 일련의 초기 개발시험을 거쳐 최종 형상이 결정되었으며, 구조 및 열 해석이 동시에 진행되었다. 제작은 정밀 기계가공과 표면처리, 특수용접 공정을 통해 이루어졌으며, 최종 개발 성능 및 기능 특성 확인을 위해 총 다섯 차례의 연소시험이 진행되었다. 시험결과를 통해 안정적인 점화 및 연소특성과 발생 연소가스의 온도분포 및 평균온도 특성이 개발 요구규격을 본 개발품이 만족하는 것으로 판단하였다.

  • PDF

Dual Fuel 엔진용 이중관 벨로우즈 제작 공정의 최적화에 관한 연구 I - 좌굴해석 및 응력해석을 통한 설계 최적화 - (A study on the optimization of manufacturing processes of double wall bellows for dual fuel engine I - Design optimization by buckling and stress analysis -)

  • 김평수;김종도
    • Journal of Advanced Marine Engineering and Technology
    • /
    • 제40권6호
    • /
    • pp.499-503
    • /
    • 2016
  • 배기가스의 배출을 현저하게 저감시켜 강화된 환경규제에 적합한 DF 엔진의 고압 가연성 가스를 공급하기 위한 이중관 가스 벨로우즈의 연구개발에 대한 필요성이 대두되고 있다. 본 연구에서는 최적화된 이중관 벨로우즈의 개발을 위한 것으로, 내식성재료인 오스테나이트계 스테인리스강에 대하여 이중관으로 벨로우즈화하는 성형방법과 최적화된 용접 조건을 도출하여 다양한 성능평가를 통해 생산된 시제품의 신뢰성을 확보하기 위한 연구를 수행하였다. 본 연구의 제1보에서는 최적화된 벨로우즈를 설계하기 위하여 구조설계, 좌굴해석 및 응력해석을 통해 좌굴 발생 하중 및 벨로우즈 응력을 해석하였다. 그 결과 엠보싱 형상을 가진 벨로우즈의 경우 좌굴 발생 하중이 약 1.6배 증가하였으며, 최대 설계압력보다 2배인 30.0 bar에서 어떠한 좌굴 및 스컴이 발생하지 않는다는 것을 확인하였다.

자동차 전장부품을 위한 Sn-0.5Cu-(X)Al(Si) 중온 솔더의 접합특성 연구 (A study of joint properties of Sn-Cu-(X)Al(Si) middle-temperature solder for automotive electronics modules)

  • 유동열;고용호;방정환;이창우
    • Journal of Welding and Joining
    • /
    • 제33권3호
    • /
    • pp.19-24
    • /
    • 2015
  • Joint properties of electric control unit (ECU) module using Sn-Cu-(X)Al(Si) lead-free solder alloy were investigated for automotive electronics module. In this study, Sn-0.5Cu-0.01Al(Si) and Sn-0.5Cu-0.03Al(Si) (wt.%) lead-free alloys were fabricated as bar type by doped various weight percentages (0.01 and 0.03 wt.%) of Al(Si) alloy to Sn-0.5Cu. After fabrications of lead-free alloys, the ball-type solder alloys with a diameter of 450 um were made by rolling and punching. The melting temperatures of 0.01Al(Si) and 0.03Al(Si) were 230.2 and $230.8^{\circ}C$, respectively. To evaluation of properties of solder joint, test printed circuit board (PCB) finished with organic solderability perseveration (OSP) on Cu pad. The ball-type solders were attached to test PCB with flux and reflowed for formation of solder joint. The maximum temperature of reflow was $260^{\circ}C$ for 50s above melting temperature. And then, we measured spreadability and shear strength of two Al(Si) solder materials compared to Sn-0.7Cu solder material used in industry. And also, microstructures in solder and intermetallic compounds (IMCs) were observed. Moreover, thickness and grain size of $Cu_6Sn_5$ IMC were measured and then compared with Sn-0.7Cu. With increasing the amounts of Al(Si), the $Cu_6Sn_5$ thickness was decreased. These results show the addition of Al(Si) could suppress IMC growth and improve the reliability of solder joint.

강섬유 및 헤디드 바를 활용한 고강도 콘크리트 내민받침의 성능 향상 (Enhancing the Performance of High-Strength Concrete Corbels Using Steel Fibers and Headed Bars)

  • 양준모;이주하;신현오;윤영수
    • 콘크리트학회논문집
    • /
    • 제21권6호
    • /
    • pp.697-703
    • /
    • 2009
  • 이 연구에서는 강섬유 혼입률과 주인장 철근의 정착 방법을 변수로 한 섬유보강 고강도 콘크리트 내민받침을 제작하고 구조실험을 실시하였다. 강섬유의 혼입, 강섬유 혼입률의 증가에 따라 고강도 콘크리트 내민받침의 내하력, 강성, 연성은 증가하는 것으로 나타났고, 최대 균열폭은 감소하였다. 또한, 횡방향 철근에 용접하여 주인장 타이 철근을 정착한 내민받침 보다 헤디드 바를 주인장 타이 철근으로 사용한 내민받침이 더 높은 내하력, 강성, 연성을 보였다. 따라서, 헤디드 바를 주인장 타이 철근으로 사용하고, 강섬유를 혼입함으로써 내민받침의 내하력, 내구성, 시공성 등을 향상시킬 수 있을 것으로 판단된다. 실험 결과를 설계기준의 규준식 및 여러 연구자들이 제안한 예측모델과 비교한 결과, Fattuhi가 제안한 트러스 모델은 섬유 보강 고강도 콘크리트 내민받침의 강도를 잘 예측하는 것으로 나타났다.

Oil Pipeline Weld Defect Identification System Based on Convolutional Neural Network

  • Shang, Jiaze;An, Weipeng;Liu, Yu;Han, Bang;Guo, Yaodan
    • KSII Transactions on Internet and Information Systems (TIIS)
    • /
    • 제14권3호
    • /
    • pp.1086-1103
    • /
    • 2020
  • The automatic identification and classification of image-based weld defects is a difficult task due to the complex texture of the X-ray images of the weld defect. Several depth learning methods for automatically identifying welds were proposed and tested. In this work, four different depth convolutional neural networks were evaluated and compared on the 1631 image set. The concavity, undercut, bar defects, circular defects, unfused defects and incomplete penetration in the weld image 6 different types of defects are classified. Another contribution of this paper is to train a CNN model "RayNet" for the dataset from scratch. In the experiment part, the parameters of convolution operation are compared and analyzed, in which the experimental part performs a comparative analysis of various parameters in the convolution operation, compares the size of the input image, gives the classification results for each defect, and finally shows the partial feature map during feature extraction with the classification accuracy reaching 96.5%, which is 6.6% higher than the classification accuracy of other existing fine-tuned models, and even improves the classification accuracy compared with the traditional image processing methods, and also proves that the model trained from scratch also has a good performance on small-scale data sets. Our proposed method can assist the evaluators in classifying pipeline welding defects.

건설 현장 악력 작업안전 기준 설정에 관한 실험적 연구 (An Experimental Study on Establishing Criteria of Gripping Work in Construction Site)

  • 손기상;이인홍;최만진;안병준
    • 한국안전학회지
    • /
    • 제10권3호
    • /
    • pp.81-95
    • /
    • 1995
  • Now, safety assurance in construction sites should be accomplished by its own organization rather than control of the code or government. It is believed that the safety assurance can be considerably improved by a lecture or an education using the existing theories or literatures up to now, but it is thought that fundamental safety assurance we not able to be accomplished without developing safety devices '||'&'||' equipment or taking fundamental measures, based on the result analyzed from workers behaviors. There are various behaviors of the workers showed in construction site, but only tests for hammerusing works such as form, re-bar, stone workers directly related to the grip strength are mainly performed, investigated and measured here for the study. The above works are similar to power grip, 7th picture on seven items which are categorized for hand grip types(Ammermin 1956 ; Jones ; Kobrick 1958). Measurements of grip strength are commonly taken in anthropometric surveys. They are easy to administer but unfortunately it is rather dubious whether they yield any data that are of interest to the engineer. Very fewer controls of tools are grasped and squeesed studies showed very little overall correlation between grip strength and other measures of bodily strength (Laubach, Kromer, and Thordsen 1972), but hammer-using work which is practically progressed in construction site are mainly influenced with grip strength. According to the investigation on work measurement, it is shown that 77% of form worker are using hammer to be related to grip strength. In this study, it is particularly noticed that wearing safety gloves in construction site is required for workers safety but 20% difference between grip strength with safety gloves and without ones are commonly neglected in the site(Fig. 1). Nevertheless, safety operation with consideration of the above 20% difference is not considered in the construction site. Factors of age, kinds of work, working time, with or without safety gloves are in vestigated '||'&'||' collected at the sites for this study. Test, not at each working hour but at 14 : 00 when the almost all of the workers think the most tired, resulting from the questionaires, also when it is shown on the research report has been performed and compared for main kinds of works : form '||'&'||' re-bar work. Tests were performed with both left SE rightand of the workers simultaneously in construction site using Rand Dynamometer(Model 78010, Lafayette Instrument Co., Indiana, U.S.A) by reading grip strength on the gauge while they are pulling, and then by interviewing on their ages, works, experiences and etc., directly. The above tests have been performed for the dates of 15th march-26th May '95 with consideration of site condition. And even if various factors of ambient temperature on the testing date, working condition, individual worker's habit and worker's condition of the previous ate are concerned with the study. Those are considered as constants in this study. Samples are formwork 53, rebar 62, electrician 5, plumber 4, welding 1 from D construction Co., Ltd, ; formwork 12, re-bar 5, electrician 2, from S construction Co., Ltd, , formwork 78, re-bar 18, plumber 31, electrician 13, labor 48, plumber 31, plasterer 15, concrete placer 6, water proof worker 3, maisony 5 from B construction Co., Ltd. As In the previously mentioned, main aspect to be investigated in this study will be from '||'&'||' re-bar work because grip strength will be directly applied to these two kinds of works ; form '||'&'||' re-bar work, eventhough there are total 405 samples taken. It is thought that a frequency of accident occurrence will be mainly two work postures "looking up '||'&'||' looking down" to be mainly sorted, but this factor is not clarified in this study because It will be needed a lot of work more. Tests has been done at possible large scale of horizontally work-extended sites within one hour in order to prevent or decrease errors '||'&'||' discrepancies from time lag of the test. Additionally, the statistical package computer program SPSS PC+has been used for the study.

  • PDF

EFFECT OF STRENGTH MISMATCH AND DYNAMIC LOADING ON THE DUCTILE CRACK INITIATION FROM NOTCH ROOT

  • An, Gyn-Baek;Yoshida, Satoshi;Ohata, Mitsuru;Toyoda, Masao
    • 대한용접접합학회:학술대회논문집
    • /
    • 대한용접접합학회 2002년도 Proceedings of the International Welding/Joining Conference-Korea
    • /
    • pp.145-150
    • /
    • 2002
  • It has been well known that ductile fracture of steels is accelerated by triaxial stresses. The characteristics of ductile crack initiation in steels are evaluated quantitatively using two-parameters criterion based on equivalent plastic strain and stress triaxiality. It has been demonstrated by authors using round-bar specimens with circumferential notch in single tension that the critical strain to initiate ductile crack from specimen center depends considerably on stress triaxiality, but surface cracking of notch root is in accordance with constant strain condition. In order to evaluate the stress/strain state in the specimens, especially under dynamic loading, a thermal, elastic-plastic, dynamic finite element (FE) analysis considering the temperature rise due to plastic deformation has been carried out. This study provides the fundamental clarification of the effect of strength mismatching, which can elevate plastic constraint due to heterogeneous plastic straining, loading mode and loading rate on critical condition to initiate ductile crack from notch root using equivalent plastic strain and stress triaxiality based on the two-parameter criterion obtained on homogeneous specimens under static tension. The critical condition to initiate ductile crack from notch root for strength mismatched bend specimens under both static and dynamic loading would be almost the same as that for homogeneous tensile specimens with circumferential sharp notch under static loading.

  • PDF