• 제목/요약/키워드: 1-mm stress

검색결과 1,104건 처리시간 0.03초

전복시 차체에 대한 구조 안전 해석 (Structural Safety Analysis on Car Body at Overturn)

  • 조재웅;김기선;이은종
    • 한국산학기술학회논문지
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    • 제12권1호
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    • pp.32-37
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    • 2011
  • 본 연구에서는 구조해석을 통하여 차체의 전복 시에 있어서의 차체의 두께에 따른 변형량과 응력 변화를 고찰하여 보았다. 차체의 두께가 5t인 자동차에서는 2초일 때에 차체의 오른쪽 천장에서 7.5024mm의 최대변형이 일어났으며, 차체의 왼쪽 밑 부분에서 113.69 MPa의 최대응력을 받았다. 차체의 두께가 10t인 자동차에서는 2초일 때에 차체의 오른쪽 천장에서 1.2557mm로 최대의 변형이 일어났으며 차체의 왼쪽 밑 부분에서 15.134 MPa의 최대응력이 발생했다. 차체의 두께가 15t인 자동차에서는 2초일 때에 0.42529mm로서 차체의 오른쪽 천장에서 최대의 변형이 일어났으며 응력은 2초일 때에 차체의 왼쪽 밑 부분에서 4.405MPa의 최대응력이 작용되었다. 두께가 15mm보다 커지는 경우에는 시간에 따른 응력 및 변형율의 분포가 고르게 나타나고 있어 설계의 안전성을 보이고 있다.

물참나무 판재(板材)두께와 건조(乾燥)스케쥴별 건조(乾燥) 속도(速度), 응력과(應力)과 결함(缺陷)에 관(關)한 연구(硏究) (Studies on drying rate, stress and defect with board thicknesses and drying schedules of Quercus grosseserrata B1.)

  • 이상정;정희석
    • Journal of the Korean Wood Science and Technology
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    • 제18권1호
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    • pp.39-51
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    • 1990
  • This research was carried out to offer the basis data for development of optimum drying schedule for a domestic oak species (Quercus grosseserrata B1.) by investigating drying rate. stress, defect, and moisuture gradient with board thicknesses and drying schedules (code number T4-C2 and T3-B1). The results were obtained as follows: 1. Average drying rate and total drying time from 52.2% to 5.8% were 0.105%/hr and 486 hours for drying schedule T4-C2 and those from 62.1% to 8.3% were 0.070%/hr. and 811 hours for drying schedule T3-B1. 2. Drying rates for 28mm- and 31mm-thick boards showed similar tendency, but were significantly different from 25mm- thick board in drying schedule T4-C2 and those for 22mm-, 25mm- 28mm- and 31mm-thick boards showed similar tendency but were significantly different from 19mm- thick boards in drying schedule T3-B1. 3. The moisture gradients for drying schedule T4-C2 were steeper than those for drying schedule T3-B1 during drying period. and especially in early drying stage slow slope of moisture gradients of drying schedule T3-B1 was effective in preventing serious problem of surface checks. 4. Drying stresses were lower in drying schedule T3-B1 than in drying schedule T4-C2 during drying period. 5. Drying schedule T4-C2 was appropriate for 25mm-thick board but not for 28mm- and 31mm-thick board because of strong drying condition. Drying schedule T3-B1 was appropriate for 28mm- and 31 mm-thick board but not for 19mm-, 22mm-, and 25mm-thick board because of weak drying condition.

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임프란트 고정체와 지대주 직경의 차이가 응력분포에 미치는 영향 (THE EFFECT OF THE DIFFERENCE OF THE IMPLANT FIXTURE AND ABUTMENT DIAMETER FOR STRESS DISTRIBUTION)

  • 정종원;이청희
    • 대한치과보철학회지
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    • 제42권5호
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    • pp.583-596
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    • 2004
  • Statement of problem : Stress concentration on the neck bone affects the bone resorption, and finally the implant survival. Purpose: In order to examine the stress distribution on the neck bone and prosthesis abutment for implants, decreasing abutment sizes were used. Material and methods : Axisymmetric models were used to obtain the data required. These models were composed of 4mm implants with 3.4mm and 4mm abutments, 5mm implants with 3.4mm and 5mm abutments and 6mm implants with 3.4mm and 6mm abutments. All abutments were designed to received a 10mm high by 10mm diameter gold crown. Functional element analysis was used to obtain these results using data that consisted of 50 N vertical and 45 degree inclination forces. Results : 1. Changing the diameter of the abutment on the implant affects the effect of the inclination forces more than the effect of the vortical forces. 2. Changing the diameter of the abutment on the implant affect the effect of the inclination forces more than the effect of the vertical forces. 3. Experimentation showed that the larger diameter implants provided a decreased neck bone stress, whereas a larger diameter abutment provided a decrease marginal abutment stress. 4. Experimentation showed that the neck bone and abutment received more stress from inclination forces than vertical forces, Conclusions: By decreasing the size of the abutment on the implant we were able to diminishneck bone stress.

LNG선용 INVAR(Fe-36%Ni)강 Lap 이음부의 피로강도와 허용응력에 관한 연구 (A Study on the Fatigue Strength and Allowable Stress of INVAR(Fe-36% Ni) Steel Lap Joint Applied to Cargo Containment of LNG Carrier)

  • 한명수;한종만;한용섭
    • Journal of Welding and Joining
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    • 제12권1호
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    • pp.102-115
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    • 1994
  • This paper is to evaluate the fatigue strength of lap joints of materials applied to LNG carrier cargo containment of GAZ-TRANSPORT(GT) type, which was welded by manual and automatic TIG welding process. The thicknesses of lapped members were 1.5mm/1.5mm or 1.5mm/0.7mm in Invar to Invar joint, and 1.5mm/8.0mm in Invar to stainless steel joint, respectively. These lap joints were mainly applied to the membrance fabrication of GT-LNG carrier. Fatigue tests of Invar/Inar lap joints were conducted under the stress ratio R=0 at room temperature. The effect of mean stress and cumulative fatigue damage on the allowable stress of Invar lap joint was evaluated on the basis of test results. Fatigue test was also conducted on Inver/Stainless steel lap joints welded by automatic TIG process without filler metals. The fatigue test of the joint was carried out under the same conditions as those of Invar/invar lap joints. The fatigue strength of the joint welded without filler metal was comparable to those welded with filler metal quoted from reference. The fatigue strength of Invar/stainless steel lap joint was only dependent on the lap throat thickness, and not on the welding process. Based on test results, the applicability of TIG welding process without filler metal in Invar/stainless steel lap joint was reviewed by controlling welding variables to assure the valid throat thickness of lap joints.

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임플란트 보철물의 연결 여부에 따른 유한요소응력분석 (Finite Element Analysis on the Supporting Bone according to the Connection Condition of Implant Prosthesis)

  • 강재석;정제옥;이승훈
    • 구강회복응용과학지
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    • 제23권1호
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    • pp.31-42
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    • 2007
  • The purpose of this study was to compare the stress distribution according to the splinting condition and non-splinting conditions on the finite element models of the two units implant prostheses. The finite element model was designed with the parallel placement of two fixtures ($4.0mm{\times}11.5mm$) on the mandibular 1st and 2nd molars. A cemented abutment and gold screw were used for superstructures. A FEA models assumed a state of optimal osseointegration, as the bone quality, inner cancellous bone and outer 2 mm compact bone was designed. This concluded that the cortical and trabecular bone were assumed to be perfectly bonded to the implant. Splinting condition had 2 mm contact surface and non-splinting condition had $8{\mu}m$ gap between two implant prosthesis. Two group (Splinting and non-splinting) were loaded with 200 N magnitude in vertical axis direction and were divided with subdivision group. Subdivision group was composed of three loading point; Center of central fossa, the 2 mm and 4 mm buccal offset point from the central fossa. Von Mises stress value were recorded and compared in the fixture-bone interface and bucco-lingual sections. The results were as follows; 1. In the vertical loading condition of central fossa, splinting condition had shown a different von Mises stress pattern compared to the non-splinting condition, while the maximum von Mises stress was similar. 2. Stresses around abutment screw were more concentrated in the splinting condition than the non-splinting condition. As the distance from central fossa increased, the stress concentration increased around abutment screw. 3. The magnitude of the stress in the cortical bone, fixture, abutment and gold screw were greater with the 4 mm buccal offset loading of the vertical axis than with the central loading.

고정성 가공의치를 지지하는 임프란트의 길이에 따른 임플란트 주위 골조직에서의 응력분산에 관한 광탄성 연구 (A PHOTOELASTIC STUDY OF STRESS DISTRIBUTIONS AROUND SURROUNDING BONE TISSUES OF IMPLANTS DEPENDING UPON THE LENGTH OF IMPLANT FIXTURES SUPPORTING FIXED BRIDGES)

  • 배형수;조성암
    • 대한치과보철학회지
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    • 제30권4호
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    • pp.611-621
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    • 1992
  • 저자는 두개의 브로네마트 임플란트를 지대치로 하는 가공의치를 제작할 때 임플란트의 길이에 따른 임플란트 주위 조직의 응력분산양상을 평가하기 위하여 임플란트의 길이가 각각 10mm, 7mm, 5mm인 여섯가지의 실험모형을 제작하고 가공의치 중아부에 64kg의 수직하중을 가하여 2차원적 광탄성응력분석 실험을 행하여 비교 분석 해본 바, 다음과 같은 결론을 얻었다. 1. 여섯가지 실험모형 중 응력분산 양상은 실험모형 I (10mm, 10mm)일 경우가 가장 좋았다. 2. 근심과 원심에 같은 길이의 임플란트를 매식하였을 경우, 응력은 대체로 임플란트 표면적의 감소에 비례하여 증가하였다. 3. 근심과 원심에 다른 길이의 임플란트를 매식하였을 경우, 짧은 쪽 임플란트의 경부에 응력이 집중되었다.

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EFFECT OF NUMBER OF IMPLANTS AND CANTILEVER DESIGN ON STRESS DISTRIBUTION IN THREE-UNIT FIXED PARTIAL DENTURES: A THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS

  • Park, Ji-Hyun;Kim, Sung-Hun;Han, Jung-Suk;Lee, Jai-Bong;Yang, Jae-Ho
    • 대한치과보철학회지
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    • 제46권3호
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    • pp.290-297
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    • 2008
  • STATEMENT OF PROBLEM: Implant-supported fixed cantilever prostheses are influenced by various biomechanical factors. The information that shows the effect of implant number and position of cantilever on stress in the supporting bone is limited. PURPOSE: The purpose of this study was to investigate the effect of implant number variation and the effect of 2 different cantilever types on stress distribution in the supporting bone, using 3-dimensional finite element analysis. MATERIAL AND METHODS: A 3-D FE model of a mandibular section of bone with a missing second premolar, first molar, and second molar was developed. $4.1{\times}10$ mm screw-type dental implant was selected. 4.0 mm height solid abutments were fixed over all implant fixtures. Type III gold alloy was selected for implant-supported fixed prostheses. For mesial cantilever test, model 1-1 which has three $4.1{\times}10$ mm implants and fixed prosthesis with no pontic, model 1-2 which has two $4.1{\times}10$ mm implants and fixed prosthesis with a central pontic and model 1-3 which has two $4.1{\times}10$ mm implants and fixed prosthesis with mesial cantilever were simulated. And then, 155N oblique force was applied to the buccal cusp of second premolar. For distal cantilever test, model 2-1 which has three $4.1{\times}10$ mm implants and fixed prosthesis with no pontic, model 2-2 which has two $4.1{\times}10$ mm implants and fixed prosthesis with a central pontic and model 2-3 which has two $4.1{\times}10$ mm implants and fixed prosthesis with distal cantilever were simulated. And then, 206N oblique force was applied to the buccal cusp of second premolar. The implant and superstructure were simulated in finite element software(Pro/Engineer wildfire 2.0). The stress values were observed with the maximum von Mises stresses. RESULTS: Among the models without a cantilever, model 1-1 and 2-1 which had three implants, showed lower stress than model 1-2 and 2-2 which had two implants. Although model 2-1 was applied with 206N, it showed lower stress than model 1-2 which was applied with 155N. In models that implant positions of models were same, the amount of applied occlusal load largely influenced the maximum von Mises stress. Model 1-1, 1-2 and 1-3, which were loaded with 155N, showed less stress than corresponding model 2-1, 2-2 and 2- 3 which were loaded with 206N. For the same number of implants, the existence of a cantilever induced the obvious increase of maximum stress. Model 1-3 and 2-3 which had a cantilever, showed much higher stress than the others which had no cantilever. In all models, the von Mises stresses were concentrated at the cortical bone around the cervical region of the implants. Meanwhile, in model 1-1, 1-2 and 1-3, which were loaded on second premolar position, the first premolar participated in stress distribution. First premolars of model 2-1, 2-2 and 2-3 did not participate in stress distribution. CONCLUSION: 1. The more implants supported, the less stress was induced, regardless of applied occlusal loads. 2. The maximum von Mises stress in the bone of the implant-supported three unit fixed dental prosthesis with a mesial cantilever was 1.38 times that with a central pontic. The maximum von Mises stress in the bone of the implant-supported three-unit fixed dental prosthesis with a distal cantilever was 1.59 times that with a central pontic. 3. A distal cantilever induced larger stress in the bone than a mesial cantilever. 4. A adjacent tooth which contacts implant-supported fixed prosthesis participated in the stress distribution.

Experimental Observation on Bond-Slip Behavior between Concrete and CFRP Plate

  • Yang, Dong-Suk;Hong, Sung-Nam;Park, Sun-Kyu
    • International Journal of Concrete Structures and Materials
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    • 제1권1호
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    • pp.37-43
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    • 2007
  • This paper discusses the failure mode of reinforced concrete beams strengthened with composite materials based on six experimental set-ups to determine the FRP-to-concrete bond strength. Interfacial bond behavior between concrete and CFRP plates was discussed. Shear test were performed with different concrete compressive strengths (21 MPa and 28 MPa) and different bonding length (100 mm, 150 mm, 200 mm, and 250 mm). Shear test results indicate that the effective bond length (the bond length beyond which the ultimate load does not increase) was estimated as $196{\sim}204\;mm$ through linear regression analysis. Failure mode of specimens occurred due to debonding between concrete and CFRP plates. Maximum bond stress is calculated as about $3.0{\sim}3.3\;MPa$ from the relationships between bond stress and slip. Finally, the interfacial bond-slip model between CFRP plates and concrete, which is governed debonding failure, has been estimated from shear tests. Average bond stress was about $1.86{\sim}2.04\;MPa$, the volume of slip between CFRP plate and concrete was about $1.45{\sim}1.72\;mm$, and the fracture energy was found to be about $1.35{\sim}1.71\;N/mm$.

Decreased HDL-Dependent Paraoxonase and Arylesterase Enzyme Activity May Indicate a Worse Prognosis in Multiple Myeloma

  • Ellidag, Hamit Yasar;Aydin, Ozgur;Eren, Esin;Yilmaz, Necat;Ergin, Merve
    • Asian Pacific Journal of Cancer Prevention
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    • 제15권22호
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    • pp.9847-9851
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    • 2014
  • Background: Multiple myeloma (MM) is a haematological cancer characterized by clonal proliferation of plasma cells.The aim of this study was to investigate the activity of serum paraoxonase-1 (PON1) and arylesterase (ARE) in multiple myeloma with and without free light chain excretion(FLCe-MM and NFLCe-MM); as well as to investigate possible alterations in oxidative stress parameters. Materials and Methods: Total thiol (T.thl), oxidative stress index (OSI), total oxidant status (TOS) and total antioxidant status (TAS) were examined in addition to the PON1 and ARE enzyme activities in twenty one FLCe-MM and nineteen NFLCe-MM subjects. Routine parameters like lipid panel, serum total protein, albumin, creatinine, blood urea nitrogen (BUN), uric acid and hemoglobin levels were compared with the oxidative stress markers. Results: Serum total protein, BUN, creatinin, and uric acid levels were significantly higher (p=0.04, p=0.001, p=0.001 and p=0.0022, respectively), while hemoglobin and albumin levels were significantly lower in FLCe-MM patients (p=0.009 and p=0.04,respectively). PON1 and ARE activities were significantly lower in patients with FLCe-MM compared to those with NFLCe-MM (p=0.001 and p=0.008, respectively). Conclusions: Depending on our results of prognostic markers of MM such as age, hemoglobin, albumin, and creatinine we feel confident to presume FLCe-MM as a subgroup with a worse prognosis. A decrease in PON1 and ARE activities may contribute to the prognosis and may be used as a prognostic tool in MM.

부산 임기광산 광미의 전단속도에 따른 링 전단특성 연구 (Shear-Rate Dependent Ring-Shear Characteristics of the Waste Materials of the Imgi Mine in Busan)

  • 정승원;지상우;임길재
    • 한국지반공학회논문집
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    • 제30권7호
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    • pp.5-15
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    • 2014
  • 휴 폐광산지는 산발생, 지하수 오염뿐만 아니라 침식 및 산사태 등 다양한 물리화학적 지질재해에 노출되어 있다. 임기광산 폐석적치장 광미를 대상으로 링 전단시험을 수행하여 전단속도에 따른 전단특성을 조사하고 한다. 본 연구에 있어 마찰저항을 최소화할 목적으로 링 전단상자 오링(O-ring)은 전단동안 회전이 가능하도록 설계되었다. 1차 시험은 일정한 수직응력(50kPa)과 전단속도(0.1mm/sec) 조건에서 전단시간에 따른 전단응력을 조사하였다. 2차 시험은 일정한 수직응력 조건에서 전단속도를 0.01, 0.1, 1, 10, 50, 100mm/sec로 순차적으로 증가시켜 전단속도에 따른 전단응력을 조사하였다. 3차 시험은 일정한 전단속도(0.1mm/sec)하에서 수직응력을 20, 40, 60, 80, 100, 150kPa로 증가시켜 각 경우에 대한 전단응력을 조사하였다. 시험결과에 따르면, 배수조건에 관계없이 임기광산 폐석적치장광미시료는 전단연화거동(strain softening behavior)을 보였다. 특히 전단속도가 10mm/sec보다 작은 경우 잔류전단응력은 100~300초 사이에 일정한 값에 도달하는 것으로 나타났다. 2차와 3차 시험결과에 따르면, 배수조건에 관계없이 전단응력은 전단속도와 수직응력의 함수로 나타났다. 하지만, 배수조건에 따라 링 전단상자 전단부에서 상이한 입자파쇄 특성이 관측되었다. 배수조건시 전단상자 전단면에서 하단까지 넓은 전단띠가 형성된 것에 반해, 비배수조건시 전단면에 국부 전단띠가 형성되었다. 이러한 점에 비추어 볼 때, 전단속도에 따른 입자파쇄 특성은 산사태 유동성을 높이는 중요한 인자로 판단된다.