• 제목/요약/키워드: Level Plate

검색결과 931건 처리시간 0.024초

Experimental investigation of force-distribution in high-strength bolts in extended end-plate connections

  • Abdalla, K.M.;Abu-Farsakh, G.A.R.;Barakat, S.A.
    • Steel and Composite Structures
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    • 제7권2호
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    • pp.87-103
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    • 2007
  • This paper presents some of the results from an experimental research project on the behavior of extended end-plate connections subjected to moment conducted at the Structural Laboratory of Jordan University of Science and Technology. Since the connection behavior affects the structural frame response, it must be included in the global analysis and design. In this study, the behavior of six full-scale stiffened and unstiffened cantilever connections of HEA- and IPE-sections has been investigated. Eight high strength bolts were used to connect the extended end-plate to the column flange in each case. Strain gauges were installed inside each of the top six bolts in order to obtain experimentally the actual tension force induced within each bolt. Then the connection behavior is characterized by the tension force in the bolt, extended end-plate behavior, moment-rotation relation, and beam and column strains. Some or all of these characteristics are used by many Standards; therefore, it is essential to predict the global behavior of column-beam connections by their geometrical and mechanical properties. The experimental test results are compared with two theoretical (equal distribution and linear distribution) approaches in order to assess the capabilities and accuracy of the theoretical models. A simple model of the joint is established and the essential parameters to predict its strength and deformational behavior are determined. The equal distribution method reasonably determined the tension forces in the upper two bolts while the linear distribution method underestimated them. The deformation behavior of the tested connections was characterized by separation of the column-flange from the extended end-plate almost down to the level of the upper two bolts of the lower group and below this level the two parts remained in full contact. The neutral axis of the deformed joint is reasonably assumed to pass very close to the line joining the upper two bolts of the lower group. Smooth monotonic moment-rotation relations for the all tested frames were observed.

Imaging Plate를 이용한 극저준위 방사능 측정에 관한 연구 (Development of the Measurement Method of Extremely Low Level Activity with Imaging Plate)

  • 곽지연;이경범;이종만;박태순;오필제;이민기;서지숙;황한열
    • Journal of Radiation Protection and Research
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    • 제29권4호
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    • pp.231-236
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    • 2004
  • 시료중의 방사능 분포를 영상으로 획득할 수 있는 2차원 디지털 방사선 검출기인 Imaging Plate(IP) 검출기는 주로 산업용 라디오그라피, 의료진단, X-선 회절실험 등에서도 광범위하게 사용되고 있다. 본 연구에서는 IP 검출기의 여러 종류의 방사선에 대한 높은 감도 우수한 공간 분해능, 넓은 선형범위와 스크린의 높은 균질성을 이용하여 시료중의 방사능을 측정할 수 있는 가능성에 대해 조사하였다. 먼저 IP 검출기를 이용하여 면적선원의 표면균질도 측정에 적용하였다. 상용 기준 면적선원$(^{241}Am)$의 방사능 분포에 대한 영상을 얻어서 표면 균질도를 비 파괴적이고 신속하게 측정하였다. 다음으로 IP 검출기를 극저준위 방사능 측정에 적용하여 방사능 측정가능성에 대해 연구하였다. 이를 위해 IP 검출기의 스크린 균질도, 배경방사선 차폐효과, 선형범위 조사, fading 시간을 조사하였다. 극저준위 방사능 측정을 위해 감자 바나나 무 당근에 포함되어 있는 $^{40}K$ 자연방사능을 선택하여 측정하였다. 기준선원을 사용하여 IP 효율교정을 수행하였다.

New Technical Tip for Anterior Cervical Plating : Make Hole First and Choose the Proper Plate Size Later

  • Park, Jeong-Yoon;Zhang, Ho-Yeol;Oh, Min-Chul
    • Journal of Korean Neurosurgical Society
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    • 제49권4호
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    • pp.212-216
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    • 2011
  • Objective : It is well known that plate-to-disc distance (POD) is closely related to adjacent-level ossification following anterior cervical plate placement. The study was undertaken to compare the outcomes of two different anterior cervical plating methods for degenerative cervical condition. Specifically, the new method involves making holes for plate screws first with an air drill and then choosing a plate size. The other method was standard, that is, decide on the plate size first, locate the plate on the anterior vertebral body, and then drilling the screw holes. Our hypothesis was that the new technical tip may increase POD as compared with the standard anterior cervical plating procedure. Methods : We retrospectively reviewed 49 patients who had a solid fusion after anterior cervical arthrodesis with a plate for the treatment of cervical disc degeneration. Twenty-three patients underwent the new anterior cervical plating technique (Group A) and 26 patients underwent the standard technique (Group B). POD and ratios between POD to anterior body heights (ABH) were measured using postoperative lateral radiographs. In addition, operating times and clinical results were reviewed in all cases. Results : The mean durations of follow-up were $16.42{\pm}5.99$ (Group A) and $19.83{\pm}6.71$ (Group B) months, range 12 to 35 months. Of these parameters mentioned above, cephalad POD (5.43 versus 3.46 mm, p=0.005) and cephalad POD/ABH (0.36 versus 0.23, p=0.004) were significantly greater in the Group A, whereas operation time for two segment arthrodesis (141.9 versus 170.6 minutes, p=0.047) was significantly lower in the Group A. There were no significant difference between the two groups in caudal POD (5.92 versus 5.06 mm), caudal POO/ABH (0.37 versus 0.32) and clinical results. Conclusion : The new anterior cervical plating method represents an improvement over the standard method in terms of cephalad plate-to-disc distance and operating time.

Functional Outcomes of Subaxial Spine Injuries Managed With 2-Level Anterior Cervical Corpectomy and Fusion: A Prospective Study

  • Jain, Vaibhav;Madan, Ankit;Thakur, Manoj;Thakur, Amit
    • Neurospine
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    • 제15권4호
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    • pp.368-375
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    • 2018
  • Objective: To evaluate the results of operative management of subaxial spine injuries managed with 2-level anterior cervical corpectomy and fusion with a cervical locking plate and autologous bone-filled titanium mesh cage. Methods: This study included 23 patients with a subaxial spine injury who matched the inclusion criteria, underwent 2-level anterior cervical corpectomy and fusion at our institution between 2013 and 2016, and were followed up for neurological recovery, axial pain, fusion, pseudarthrosis, and implant failure. Results: According to Allen and Ferguson classification, there were 9 cases of distractive extension; 4 of compressive extension; 3 each of compressive flexion, vertical compression, and distractive flexion; and 1 of lateral flexion. Sixteen patients had a score of 6 on the Subaxial Injury Classification system, and the rest had a score of more than 6. The mean follow-up period was 19 months (range, 12-48 months). Neurological recovery was observed in most of the patients (78.21%). All patients experienced relief of axial pain. None of the patients received a blood transfusion. Twenty-one patients (91.3%) showed solid fusion and 2 (8.69%) showed possible pseudarthrosis, with no complications related to the cage or plate. Conclusion: Two-level anterior cervical corpectomy and fusion, along with stabilization with a cervical locking plate and autologous bone graft-filled titanium mesh cage, can be considered a feasible and safe method for treating specific subaxial spine injuries, with the benefits of high primary stability, anatomical reduction, and direct decompression of the spinal cord.

광섬유 센서와 압전 작동기를 이용한 평판의 최적 진동 제어 (Optimal Vibration Control of a Plate Using Optical Fiber Sensor and Piezoelectric Actuator)

  • 김도형;한재흥;양승만;김대현;이인;김천곤;홍창선
    • 한국소음진동공학회논문집
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    • 제12권4호
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    • pp.294-301
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    • 2002
  • Vibration control of a plate using an optical fiber sensor and a piezoelectric actuator is considered in the present study, An aluminum plate with attached Extrinsic Fabry-Perot Interferometer (EFPI) and piezoelectric actuator is prepared for experimental investigation. Vibration level of EFPI that can represent the mechanical strain without severe distortion Is validated by forced nitration experiment. A linear time invariant system model is constructed based on the experimentally obtained frequency responses, and an optimal controller is designed for the multi-modal vibration suppression. Control performance is presented in frequency and time domains. It is found that the nitration level of the first three modes can be greatly reduced. The effect of low-pass filtering used to eliminate high frequency noise on the stability and control performance is also considered.

강상판 종리브 현장연결부의 실험적 거동 특성 (An Experimental Study on Behavior of Field Splice Joints of Longitudinal Rib in Orthotropic Steel Decks)

  • 최동호;최항용
    • 한국강구조학회 논문집
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    • 제13권6호
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    • pp.621-629
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    • 2001
  • 본 연구에서는 국내에 적용된 종리브 현장연결부의 구조상세를 검토하고 실험체를 제작하여 정적재하실험 및 피로실험을 실시하였다. 정적 및 영향면 재하실험을 통하여 강상판 현장연결부의 응력분포양상을 분석하여 핸드홀 덮개판의 유무와 편심하중의 영향을 살펴보았다. 극한강도 실험을 통해서는 종리브 현장연결부의 극한내력을 평가하였다. 피로실험을 수행한 결과, 낮은 응력수준에서는 스캘럽부에서 피로균열이 발생하였고, 높은 응력수준에서는 핸드홀 덮개판의 파괴 후에 종리브의 갑작스런 파괴가 일어났다. 본 연구를 통하여 현장연결부의 거동특성의 이해를 위한 기초적 연구를 수행하였다.

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화력발전용 가스재열기의 응력 해석 (Stress Analysis of Gas-Gas Heater in Thermal Power Plant)

  • 황석환;최재승;이후광
    • 한국정밀공학회지
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    • 제19권1호
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    • pp.204-211
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    • 2002
  • Today\`s industrialized plants are required to reduce SOx emitted from stacks at factories, utility power stations, etc. For this purpose, flue gas desulfurization(FGD) system is installed in thermal power plant and gas-gas heater(GGH) is used to play a vital role to reheat the wet treated gas from FGD. The sector plates are located at cold and hot sides of gas-gas heater. They serve as sealing to prevent mixing treated and untreated gases. Therefore, the deformation of the sector plate due to its dead weight and gas pressure should be considered as major factor for the sector plate design. And finite element analysis(FEA) for rotor part in GGH is performed with original model and two weight-reduced models with different diaphragm thickness, respectively. Stress concentrations at rotor diaphragm happen due to the dead weight, pressure difference between treated and untreated gas, and thermal distribution in the rotor. As the thickness of diaphragm is decreased, the stress level is increased. The direction of treated gas and untreated gas flow may affect the stress level.

Investigation of the link beam length of a coupled steel plate shear wall

  • Gholhaki, M.;Ghadaksaz, M.B.
    • Steel and Composite Structures
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    • 제20권1호
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    • pp.107-125
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    • 2016
  • Steel shear wall system has been used in recent years in tall buildings due to its appropriate behavior advantages such as stiffness, high strength, economic feasibility and high energy absorption capability. Coupled steel plate shear walls consist of two steel shear walls that are connected to each other by steel link beam at each floor level. In this article the frames of 3, 10, and 15 of (C-SPSW) floor with rigid connection were considered in three different lengths of 1.25, 2.5 and 3.75 meters and link beams with plastic section modulus of 100% to the panel beam at each floor level and analyzed using three pairs of accelerograms based on nonlinear dynamic analysis through ABAQUS software and then the performance of walls and link beams at base shear, drift, the period of structure, degree of coupling (DC) and dissipated energy evaluated. The results show that the (C-SPSW) system base shear increases with a decrease in the link beam length, and the drift, main period and dissipated energy of structure decreases. Also the link beam length has different effects on parameters of coupling degrees.

횡방향 가력실험 및 충격실험을 통한 강판콘크리트(SC) 전단벽의 감쇠비 평가 (Investigation of Damping Ratio of Steel Plate Concrete (SC) Shear Wall by Lateral Loading Test & Impact Test)

  • 조성국;소기환;박웅기
    • 한국지진공학회논문집
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    • 제17권2호
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    • pp.79-88
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    • 2013
  • Steel plate concrete (SC) composite structure is now being recognized as a promising technology applicable to nuclear power plants as it is faster and suitable for modular construction. It is required to identify its dynamic characteristics prior to perform the seismic design of the SC structure. Particularly, the damping ratio of the structure is one of the critical design factors to control the dynamic response of structure. This paper compares the criteria for the damping ratios of each type of structures which are prescribed in the regulatory guide for the nuclear power plant. In order to identify the damping ratio of SC shear wall, this study made SC wall specimens and conducted experiments by cyclic lateral load tests and vibration tests with impact hammer. During the lateral loading test, SC wall specimens exhibited large ductile capacities with increasing amplitude of loading due to the confinement effects by the steel plate and the damping ratios increased until failure. The experimental results show that the damping ratios increased from about 6% to about 20% by increasing the load from the safe shutdown earthquake level to the ultimate strength level.

Studies on the Fibrinolytic Effect of Germinated Grain Seeds

  • Kwon, Su-Jung;Lee, Jang-Won;Park, Min-Hee;Kim, Sun-Min;Cha, Young-Ju
    • 한국자원식물학회:학술대회논문집
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    • 한국자원식물학회 2003년도 춘계 학술발표대회
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    • pp.104-104
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    • 2003
  • In this study, seven grain seeds(sorghum maize, buckwheat, soy bean, mung bean, red bean, and barngrass) and germinated seven grain seeds were examined the fibrinolytic activity through fibrin plate assay and SDS-PAGE. The results obtained were as follows : 1. In the fibrin plate assay, the extracts of maize, barngrass, sorghum and buckwheat showed fibrinolytic activity. Especially, Maize of them showed fibrinolytic activity that was almost similar to plasmin, fibrinolytic enzyme used as a positive control. 2. In the SDS-PAGE of seven grain seeds, fibrinolytic activity was remarkably shown in mung bean and red bean. 3. In the fibrin plate assay of germinated grain seeds, buckwheat(5 mm), buckwheat(10 mm) and soy bean(10 mm) showed a level of fibrinolytic activity that was about 0.3 fold than 1.0 unit of plasmin, Also maize(10 mm) of them showed a level of fibrinolytic activity that was about 0.5 fold than 1.0 unit of plasmin. As a result, maize of grain seeds was found that it has a strong fibrinolytic activity.

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