• 제목/요약/키워드: Plastic analysis method

검색결과 1,829건 처리시간 0.031초

RPF의 열적 안정성과 한계발화온도 (Thermal Stability and Critical Ignition Temperature of RPF)

  • 임우섭;최재욱
    • 한국화재소방학회논문지
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    • 제22권1호
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    • pp.99-104
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    • 2008
  • 재생연료 중에서 고체물질에 해당하는 RPF(Refuse Paper & Plastic Fuel)는 친환경적인 요소와 한정된 지하자원에 대한 대체에너지로서 세계적으로 그 사용량이 증가하는 추세에 있으며, 제조 또는 저장과정에서 종종 화재가 발생하기도 한다. 따라서 RPF에 대한 열적안정성과 임계발화온도에 대한 연구가 필요하며, 이러한 연구를 수행하기 위하여 봄베 열량계, TG-DTA, MS80, SIT-II, Wire Basket를 이용하여 실험을 하였다. 그 결과 RPF는 26.4-28.3 MJ/kg의 발열량을 지니고 있었으며, TG-DTA로 초기 열분해 온도를 측정한 결과 승온속도 2 K/min에서 $192^{\circ}C$로 나타났으며, 미소열량 측정 장치인 MS80으로 분석한 결과 수분이 함유되지 않은 순수한 RPF가 수분이 20%함유된 RPF보다 발열량이 더 큰 것으로 나타났다. 또한 단열자연발화 실험장치인 SIT-II가 Wire Basket Test 보다 낮은 온도인 $118.5^{\circ}C$까지 발화하였으며, Frank-Kamenetskii의 식으로부터 계산되어진 한계발화온도는 무한평판을 기준으로 약 10 m 높이로 저장되어 있을 때, $80^{\circ}C$에서도 발화가 가능한 것으로 나타났다.

해수유체영역을 고려한 고정식 실린더형 해양구조물의 충격응답특성 비교연구 (Comparison Study of the Impact Response Characteristics of Fixed Cylindrical Offshore Structures Considering Seawater Fluid Region)

  • 이강수;홍기용
    • Journal of Advanced Marine Engineering and Technology
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    • 제39권4호
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    • pp.489-494
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    • 2015
  • 본 연구의 목적은 선박의 충돌에 의해 발생하는 원형단면을 갖는 실린더형 해양구조물의 충격손상을 최소화 시키기 위한 것이다. 기존의 설계기준, 코드 및 선급규정 등에 명시된 충격해석은 해수유체영역이 고려되지 않은 상태로 계산을 수행해 왔다. 본 연구에서는 해수유체영역을 고려한 모델링방법과 동적응답, 변형률, 내부에너지 등의 응답파라미터를 고찰하여 기존에 고려하지 않은 결과와 비교분석하였다. 충돌선박의 선속을 변화시켜 다양한 상태의 하중케이스를 고려하였고 가장 큰 충격하중상태인 2.0m/s에서의 선속에서의 응답결과를 비교분석하였다. ALE방법을 이용하여 해수유체영역을 고려한 경우 해수영역에서의 충격에너지 흡수와 유체감쇠를 통해 응답크기가 더 작고 구조물의 응력과 소성영역의 분포가 고르게 나타났다. 해수유체영역을 고려하지 않은 경우 보다 보수적인 설계가 될 수 있음을 알 수 있었다.

구강악안면외과 소수술시 정맥 의식하 진정법에서의 Bispectral Index and Hemodynamics monitoring을 이용한 진정 깊이에 관한 연구 (THE USE OF BISPECTRAL ANALYSIS AND HEMODYNAMIC MONITORING IN PATIENTS UNDERGOING INTRAVENOUS SEDATION FOR MINOR ORAL SURGERY)

  • 신정섭;민현기;이주현;이동현;김명래;강나라
    • Maxillofacial Plastic and Reconstructive Surgery
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    • 제30권6호
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    • pp.567-571
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    • 2008
  • Purpose: The purpose was to assess the usefulness of midazolam in patients undergoing minor oral surgery under conscious sedation. Materials and methods: Bispectral index was examined in 20 patients receiving oral minor surgery with conscious sedation supplemented with local anesthesia. All patients included were ASA I and had no contraindications to the study medications. The patients were escorted to the day surgery operation room where, before the commencement of the sedation and surgical procedures, routine monitoring was applied, including the noninvasive monitoring of arterial blood pressure, arterial oxygen saturation, and 3-lead electrocardiogram (Electrocardiogram). Bispectral index electrodes were applied on the frontotemporal region after cleansing the skin with alcohol. Bispectral index was calculated with the Electrocardiogram monitor (A-2000; Aspect Co.). Midazolam was then titrated (initially 3mg wait 2min and 2mg). Vital sign and Bispectral index checked every 5 minute until the end of the procedure. The results were then compared. Results: The Bispectral index index values throughout the sedation study period alter many level. The index was dropped at 5 minutes after administration, but raised at injection and odontomy procedure. During the operation, mean Bispectral index index was higher than conscious sedation index range($60{\sim}80$). The amnesic effect was shown 17 cases out of 20 cases(85%). Conclusion: Conscious sedation technique using midazolma is a safe and effective method of controlling behavior in oral and maxillofacial surgery.

Determinants for further wishes for cosmetic and reconstructive interventions in 1652 patients with surgical treated carcinomas of the oral cavity

  • Holtmann, Henrik;Spalthoff, Simon;Gellrich, Nils-Claudius;Handschel, Jorg;Lommen, Julian;Kubler, Norbert R.;Kruskemper, Gertrud;Rana, Majeed;Sander, Karoline
    • Maxillofacial Plastic and Reconstructive Surgery
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    • 제39권
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    • pp.26.1-26.10
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    • 2017
  • Background: The impairment of the appearance is a major problem for patients with carcinomas of the oral cavity. These patients want to recover their preoperative facial appearance. Some do not realize that this is not always possible and hence develop a desire for further cosmetic and reconstructive surgery (CRS) which often causes psychological problems. Method: The desire of patients for CRS (N = 410; 26%) has been acquired in this $D{\ddot{O}}SAK$ rehab study including multiple reasons such as medical, functional, aesthetic and psychosocial aspects. They relate to the parameters of diagnosis, treatment and postoperative rehabilitation. Patients without the wish for CRS (N = 1155; 74%) served as control group. For the surgeons, knowledge of the patient's views is relevant in the wish for CRS. Nevertheless, it has hardly been investigated for patients postoperatively to complete resection of oral cancer. In this retrospective cross-sectional study, questionnaires with 147 variables were completed during control appointments. Thirty-eight departments of Oral and Maxillofacial Surgery took part, and 1652 German patients at least 6 months after complete cancer resection answered the questions. Additionally, a physician's questionnaire (N = 1489) was available. Statistical analysis was performed with SPSS vers. 22. Results: The patient's assessment of their appearance and scarring are the most important criteria resulting in wishes for CRS. Furthermore, functional limitations such as eating/swallowing, pain of the facial muscles, numb regions in the operating field, dealing with the social environment, return to work, tumour size and location, removal and reconstruction are closely related. Conclusion: The wish for CRS depends on diverse functional psychosocial and psychological parameters. Hence, it has to be issued during conversation to improve rehabilitation. A decision on the medical treatment can be of greater satisfaction if the surgeon knows the patients' needs and is able to compare them with the medical capabilities. The informed consent between doctor and patient in regard to these findings is necessary.

Positional change in mandibular condyle in facial asymmetric patients after orthognathic surgery: cone-beam computed tomography study

  • Choi, Byung-Joon;Kim, Byung-Soo;Lim, Ji-Min;Jung, Junho;Lee, Jung-Woo;Ohe, Joo-Young
    • Maxillofacial Plastic and Reconstructive Surgery
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    • 제40권
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    • pp.13.1-13.8
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    • 2018
  • Background: We evaluated change in the mandibular condyle after orthognathic surgery using cone-beam computed tomography (CBCT) in patients with facial asymmetry. Methods: Thirty patients with skeletal class III malocclusion and mandibular prognathism or facial asymmetry were classified into two groups according to the amount of menton deviation (MD) from the facial midline on anteroposterior (AP) cephalogram: group A (asymmetry, MD ≥ 4 mm; n = 15) and group B (symmetry, MD < 4 mm; n = 15). Position and angle of condylar heads on the axial, sagittal, and coronal views were measured within 1 month preoperatively (T0) and postoperatively (T1) and 6 months (T2) postoperatively. Results: On axial view, both groups showed inward rotation of condylar heads at T1, but at T2, the change was gradually removed and the condylar head returned to its original position. At T1, both groups showed no AP condylar head changes on sagittal view, although downward movement of the condylar heads occurred. Then, at T2, the condylar heads tended to return to their original position. The change in distance between the two condylar heads showed that they had moved outward in both groups, causing an increase in the width between the two heads postoperatively. Analysis of all three-dimensional changes of the condylar head positions demonstrated statistically significant changes in the three different CBCT views in group B and no statistically significant changes in group A. Conclusions: There was no significant difference between the two groups in condylar head position. Because sagittal split ramus osteotomy can be performed without significant change in symmetrical and asymmetrical cases, it can be regarded as an effective method to stabilize the condylar head position in patients with skeletal class III malocclusion and mandibular prognathism or facial asymmetry.

전남 광양지역 연약지반의 피에조콘계수 산정 (Estimation of Soft Ground Piezocone Factors at Gwangyang, Jeonnam)

  • 오동춘;김기범;백승철
    • 한국지반환경공학회 논문집
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    • 제20권2호
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    • pp.59-67
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    • 2019
  • 전남 남해안 지역인 광양항 동측배후단지 연약지반에서 수행한 실내시험, 현장베인시험 및 피에조콘 관입시험 결과를 이용하여 연약지반의 공학적 특성을 규명하고, 피에조콘계수 산정을 위해 최적의 피에조콘 관입시험 심도를 결정하였다. 본 논문에서 이용한 자료는 61개의 실내시험과 226회의 현장베인시험, 피에조콘 관입시험 26개소이다. 실내시험 분석 결과 남해안의 다른 지역에 비해 비중, 함수비, 액성한계 및 소성지수 등의 물리적 특성이 높게 나타나며, 일축압축강도와 비배수전단강도의 역학적 특성은 넓은 범위로 분포하고 비교적 작은 값을 나타냈다. 소성도에 의한 흙 분류 결과 소성이 큰 무기점토(CH)와 소성이 작은 무기점토(CL)로 분류되었으며, Robertson(1990) 분류도표에 의한 흙 분류 결과 대부분 Type 3인 점성토에 해당하였다. 현장베인시험으로 구한 비배수전단강도를 기준으로 경험적 방법에 의해 피에조콘계수를 산정했다. 이를 위해 현장베인시험 측정심도와 비교되는 피에조콘 관입시험의 적정 측정심도 범위를 설정하기 위해 3가지 심도범위로 상관성을 분석한 결과 베인 길이의 5배 범위 측정값의 평균을 사용하는 것이 높은 상관성을 보여준다.

Coupled Eulerian-Lagrangian기법을 이용한 이종 마찰교반용접 해석모델 개발 (Development of a Coupled Eulerian-Lagrangian Finite Element Model for Dissimilar Friction Stir Welding)

  • 임재용;이진호
    • 한국산학기술학회논문지
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    • 제20권2호
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    • pp.7-13
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    • 2019
  • 본 연구에서는 이종경량재료의 마찰교반용접을 모사할 수 있는 유한요소 해석모델을 개발하고, 이를 통해 기초분석과 실용적 적용 가능성에 대해 고찰하였다. Coupled Eulerian Lagrangian 에 기반한 유한요소모델을 구성하였으며, 해석 모델은 외연적 시간적분을 이용하여 열-온도, 변위-응력 물리계로 이루어진 다중 물리계를 복합적으로 계산하며, 용접툴 표면과 피용접 재료 간 마찰, 극심한 소성변형으로 인한 열에너지 발생, 그리고, 밑면을 통한 열에너지 소산 등 열발생원과 열전달 메카니즘이 모두 고려되었다. Al6061T6와 AZ61 판재의 맞대기용접을 고려하였으며, 주요 용접변수인 용접 속도와 용접툴 회전속도를 변화시킨 세 가지 조건에 대해 해석을 실시하였다. 각 해석은 피용접물의 온도분포, 결함의 분포, 소성변형률 분포가 출력이 가능하였다. 구축한 모델을 이용한 해석 결과 알루미늄보다는 마그네슘부에서 더 높은 온도가 발생하였으며, 회전속도가 커질수록 최대 온도가 증가하기보다는 알루미늄쪽으로 높은 온도가 분산되어 가는 경향을 보였다. 또한, 회전속도가 커질수록 피용접물 재료가 위로 올라오는 플래시 결함의 경향 예측이 가능하였으나, 툴 주변 결함 형성예측은 메시가 세밀하지 못하여 정확한 결과를 산출하기에는 부족하다고 볼 수 있다. 본 모델은 마찰교반용접 중 발생 가능한 여러 물리계의 여러 물리적 현상을 실제에 가깝게 반영하고 있으며, 실험적으로 밝히기 어려운 기초 분석에 응용될 수 있으나, 1달이 넘는 해석소요시간을 감안하면 실용적으로 최적의 용접조건 도출에 응용되기는 어렵다고 판단된다.

도시농업을 위한 소형온실 설계요인 분석 및 구조모델 개발 (Development of Structural Model and Analysis of Design Factors for Small Greenhouse of Urban Agriculture)

  • 김형권;유영선;김영화;이태석;오성식;이원석;김용현
    • 생물환경조절학회지
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    • 제28권4호
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    • pp.388-395
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    • 2019
  • The purpose of this study is to suggest structural model and analyze design factors for the development of small greenhouse standardization model. The average dimensions of small greenhouse desired by urban farmers were 3.3m in width, 1.9m in eaves height, 2.7m in ridge height, 5.7m in length. The cladding materials for small greenhouse were preferred to glass, PC board and plastic film, framework to aluminum alloy and steel, and heating method in electrical energy. In addition, it was analyzed that small greenhouses need to develop structural model by dividing them into entry-level type and high-level type. The roof type that was used for entry-level type was arch shape, framework was steel pipe, cladding material was plastic film. On the other hand, high-level type was used in even span or dutch light type, framework with square hollow steel, cladding materials with glass or PC board. In consideration of these findings and practicality, this study developed four types of small greenhouses. The width, eaves height, ridges height, and length of the small greenhouses of even span type, which were covered with 5mm thick glass and 6mm thick PC board were 3m, 2.2m, 2.9m, and 6m, respectively. The small greenhouse of dutch light type covered with 5mm thick glass was designed with 3.8m in with, 2.2m in eaves height, 2.9m in ridges height, and 6m in length. The width, eaves height, ridges height, and length of the arch shape small greenhouse covered with a 0.15mm PO film were 3m, 1.5m, 2.8m, and 6m, respectively.

고강도 강재 적용 I-거더의 부모멘트부 휨연성 평가 (Evaluation of Flexural Ductility of Negative Moment Region of I-Girder with High Strength Steel)

  • 주현성;문지호;최병호;이학은
    • 대한토목학회논문집
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    • 제30권6A호
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    • pp.513-523
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    • 2010
  • I-거더 형식의 연속교 교각 부근에서는 큰 부모멘트가 작용하게 되며 이로 인하여 소성힌지가 생성된다. 소성힌지가 형성됨에 따라 교각 부근의 부모멘트는 감소하게 되며, 정모멘트부의 휨모멘트는 반대로 증가하게 된다. 이러한 모멘트 재분배가 원활히 발생하기 위해서는 소성힌지가 충분한 휨연성 혹은 단면회전 능력을 가지고 있어야 한다. 하지만 고강도 강재에 있어 재료연성이 다소 떨어지는 경향이 있고, 재료의 항복응력이 증가할수록 I-거더의 탄성 변형량은 이에 비례하여 증가하므로, 소성변형 능력 및 휨연성이 감소하는 것으로 알려져 있다. 따라서, 고강도 강재를 I-거더 형식의 연속교에 적용할 때 동일한 수준의 휨연성을 확보할 수 있는 방안에 대한 연구가 필요하다. 본 연구에서는 유한요소해석 및 실험 연구를 통하여 항복강도 680 Mpa급 강재 적용 I-거더의 휨연성 평가 및 휨연성 확보 방안에 대하여 연구를 수행하였다. 연구 결과 재료의 인장 강도가 증가함에 따라 탄성 변형이 증가하며 소성 변형 능력이 저하됨으로 I-거더의 휨연성이 현저하게 감소하는 것으로 나타났으며, I-거더의 휨연성 확보를 위하여 부등간격으로 가로보를 배치하는 방안을 제안하였다. 최종적으로 가로보부등배치가 I-거더의 휨연성에 미치는 영향을 실험적으로 검증하였다.

Seismic behavior of K-type eccentrically braced frames with high strength steel based on PBSD method

  • Li, Shen;Wang, Chao-yu;Li, Xiao-lei;Jian, Zheng;Tian, Jian-bo
    • Earthquakes and Structures
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    • 제15권6호
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    • pp.667-685
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    • 2018
  • In eccentrically braced steel frames (EBFs), the links are fuse members which enter inelastic phase before other structure members and dissipate the seismic energy. Based on the force-based seismic design method, damages and plastic deformations are limited to the links, and the main structure members are required tremendous sizes to ensure elastic with limited or no damage. Force-based seismic design method is very common and is found in most design codes, it is unable to determine the inelastic response of the structure and the damages of the members. Nowadays, methods of seismic design are emphasizing more on performance-based seismic design concept to have a more realistic assessment of the inelastic response of the structure. Links use ordinary steel Q345 (the nominal yielding strength $f_y{\geq}345MPa$) while other members use high strength steel (Q460 $f_y{\geq}460MPa$ or Q690 $f_y{\geq}690MPa$) in eccentrically braced frames with high strength steel combination (HSS-EBFs). The application of high strength steels brings out many advantages, including higher safety ensured by higher strength in elastic state, better economy which results from the smaller member size and structural weight as well as the corresponding welding work, and most importantly, the application of high strength steel in seismic fortification zone, which is helpful to popularize the extensive use of high strength steel. In order to comparison seismic behavior between HSS-EBFs and ordinary EBFs, on the basis of experimental study, four structures with 5, 10, 15 and 20 stories were designed by PBSD method for HSS-EBFs and ordinary EBFs. Nonlinear static and dynamic analysis is applied to all designs. The loading capacity, lateral stiffness, ductility and story drifts and failure mode under rare earthquake of the designs are compared. Analyses results indicated that HSS-EBFs have similar loading capacity with ordinary EBFs while the lateral stiffness and ductility of HSS-EBFs is lower than that of EBFs. HSS-EBFs and ordinary EBFs designed by PBSD method have the similar failure mode and story drift distribution under rare earthquake, the steel weight of HSS-EBFs is 10%-15% lower than ordinary EBFs resulting in good economic efficiency.