• 제목/요약/키워드: Stress concentration analysis

검색결과 988건 처리시간 0.03초

유한요소 해석을 이용한 현장 콘크리트 부착강도 측정조건 (Measurement Conditions of Concrete Pull-off Test in Field from Finite Element Analysis)

  • 김성환;정원경;권혁;김현오;이봉학
    • 산업기술연구
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    • 제22권A호
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    • pp.185-192
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    • 2002
  • The performance of old and the new concrete construction depends upon bond strength between old and the new concrete. Current adhesive and strength measurement method ignores the effect of stress concentration from shape of specimens. Therefore, this research calculates stress concentration coefficient as the ratio of drilling depth to drilling diameter($h_s/D$), the ratio of overlay thickness to drilling diameter($h_0/D$), the ratio of steel disk thickness to drilling diameter(t/D), the ratio of overlay elastic modulus to substrate modulus($E_1/E_0$), the distance from core to corner border(L_$_{corner}$) and the distance between cores(L_$_{coic}$) vary. The finite element method is adapted to analysis The results from 'the F.E.M analysis are as follows. The stress concentration effects can be minimized when the ratio of drilling depth to drilling diameter($h_s/D$) is 0.20~0.25, the elastic modulus ratio($E_1/E_0$) is 06~1.0, and the ratio of steel disk thickness to drilling diameter(t/D) is 3.0. The overlay thickness, the distance from specimens to corner border(L_$_{corner}$), the distance between cores(L_$_{coic}$) almost do not affect to the stress concentration.

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Stress concentration and deflection of simply supported box girder including shear lag effect

  • Yamaguchi, Eiki;Chaisomphob, Taweep;Sa-nguanmanasak, Jaturong;Lertsima, Chartree
    • Structural Engineering and Mechanics
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    • 제28권2호
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    • pp.207-220
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    • 2008
  • The shear lag has been studied for many years. Nevertheless, existing research gives a variety of stress concentration factors. Unlike the elementary beam theory, the application of load is not unique in reality. For example, concentrated load can be applied as point load or distributed load along the height of the web. This non-uniqueness may be a reason for the discrepancy of the stress concentration factors in the existing studies. The finite element method has been often employed for studying the effect of the shear lag. However, not many researches have taken into account the influence of the finite element mesh on the shear lag phenomenon, although stress concentration can be quite sensitive to the mesh employed in the finite element analysis. This may be another source for the discrepancy of the stress concentration factors. It also needs to be noted that much less studies seem to have been conducted for the shear lag effect on deflection while some design codes have formulas. The present study investigates the shear lag effect in a simply supported box girder by the three-dimensional finite element method using shell elements. The whole girder is modeled by shell elements, and extensive parametric study with respect to the geometry of a box girder is carried out. Not only stress concentration but also deflection is computed. The effect of the way load is applied and the dependency of finite element mesh on the shear lag are carefully treated. Based on the numerical results thus obtained, empirical formulas are proposed to compute stress concentration and deflection that includes the shear lag effect.

Stress distribution on the real corrosion surface of the orthotropic steel bridge deck

  • Kainuma, Shigenobu;Jeong, Young-Soo;Ahn, Jin-Hee
    • Steel and Composite Structures
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    • 제18권6호
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    • pp.1479-1492
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    • 2015
  • This study evaluated the localized stress condition of the real corroded deck surface of an orthotropic steel bridge because severe corrosion damage on the deck surface and fatigue cracking were reported. Thus, a three-dimensional finite element (FE) analysis model was created based on measurements of the corroded orthotropic steel deck surface to examine the stress level dependence on the corrosion condition. Based on the FE analysis results, it could be confirmed that a high stress concentration and irregular stress distribution can develop on the deck surface. The stress level was also increased by approximately 1.3-1.5 times as a result of the irregular corroded surface. It was concluded that this stress concentration could increase the possibility of fatigue cracking in the deck surface because of the surface roughness of the orthotropic steel bridge deck.

원통이 붙은 평판의 응력집중완화에 대한 연구 (A Study on the Reducing of the Stress Concentration Near a Circular Hole in a Flat Plate Attached to a Cylinder)

  • 정인승
    • 한국정밀공학회지
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    • 제11권5호
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    • pp.98-109
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    • 1994
  • This paper is studied on the junction stress of the large tank and the cylindrical outlet such as a pressure vessel attached to a pope or nozzle theoretically. It is assumed that the diameter of tank is much larger than that of the nozzle cylinder, so it can be approximated that nozzle cylinder is attached to plate. As the current nozzle shape is manufactured as "Through Type" to reduce the stress concentration around the nozzle junction part of pressure vessel, a theoretical analysis on the cylinder with finite length should be performed to accomodate this fact. Each theoretical optimal values were obtained through the analysis of stress concentration caused by the variation of cylinder length and thickness, and these results were estimated by performing FEM Analysis. Analysis.

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복합재료 Wavy-Lap Joint의 3-D 상세 응력 해석 (Refined 3-D Stress Analysis of Composite Wavy-Lap Joint)

  • 신헌;이창성;김승조;김위대
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2001년도 춘계학술발표대회 논문집
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    • pp.168-171
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    • 2001
  • Due to intrinsic load eccentricity, severe peel stress concentration occurs at both ends of the single-lap joint. To avoid load eccentricity as well as the singular tensile peel stress in the joint interface, composite wavy-lap joint is proposed. In this paper, refined 3-D stress analysis of wavy-lap joint is performed by finite element method using parallel mutifrontal solver. Analysis results show that the singular tensile peel stress concentration is totally avoided in wavy-lap joint, and that loads are more evenly transferred over the length of the joint. Therefore, the strength of wavy-lap joint is significantly higher than that of conventional single-lap joint. And it is believed that even higher strengths can be obtained by optimizing the new design configuration.

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연약지반 보강을 위한 저유동성 몰탈 개량체의 응력분담비에 관한 연구 (The Study on the Stress Concentration Ratio of Low Slump Mortar Grouting Mixtures for Improving the Soft Ground)

  • 박언상;김병일;박승도
    • 한국지반환경공학회 논문집
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    • 제21권9호
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    • pp.15-24
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    • 2020
  • 본 연구에서는 저유동성 몰탈 주입공법의 개량체에 관한 응력분담비를 복합지반법, 지반아칭이론, 소성각법 및 2차원과 3차원 수치해석, 3차원 모형실험을 통해 평가하였다. 복합지반법으로 계산된 응력분담비는 89.3, 3차원 지반아칭이론을 적용할 경우 3.75~59.0, 3차원 소성각법의 경우 82.8로 이론별 응력분담비의 차이가 나타났다. 2차원 수치해석 결과 응력분담비는 63.0~77.0으로 개량율이 증가할수록 증가하는 것으로 나타났고, 3차원 수치해석 결과 50.0~56.0으로 2차원 해석 결과 대비 작게 예측되었다. 대형 삼축압축셀을 이용한 특수 모형 실험의 경우 하중단계별 응력분담비는 53.0~60.0으로 나타났고, 실험으로 평가한 응력분담비는 2차원과 3차원 수치해석적 예측치 내에서 측정되었다. 본 연구에서는 저유동성 몰탈 주입 공법의 개량체에 대하여 해석 및 실험값을 바탕으로 개량율에 따른 응력분담비에 대한 예측식을 제안하였다.

가스 터빈 블레이드의 유동 및 응력 해석에 관한 연구 (Study on Flow and Stress Analysis of Gas Turbine Blade)

  • 조재웅;한문식
    • 한국기계가공학회지
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    • 제10권3호
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    • pp.67-72
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    • 2011
  • Turbine blades operate under high temperature and pressure. The influence changes according to its width and angle. Thermal stress and pressure are important factors to analyze the stress distribution. The purpose of this study is to investigate the effects of loads on the gas turbine blade using thermal stress analysis. These analysis results show the gas fluid flow with a high pressure around the surface of blade. Gas temperature is related to the pressure of flow around the blade. The stress concentration around blade is shown and the concentration is due to the difference between suction side and pressure side of combustion gas.

Stress and strain analysis of functionally graded plates with circular cutout

  • Dhiraj, Vikash Singh;Jadvani, Nandit;Kalita, Kanak
    • Advances in materials Research
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    • 제5권2호
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    • pp.81-92
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    • 2016
  • Stress concentration is an interesting and essential field of study, as it is the prime cause of failure of structural parts under static load. In the current paper, stress and strain concentration factors in unidirectional functionally graded (UDFGM) plate with central circular cutout are predicted by carrying out a finite element study on ANSYS APDL platform. The present study aims to bridge the lacuna in the understandings of stress analysis in perforated functionally graded plates. It is found that the material variation parameter is an important criterion while designing a perforated UDFGM plate. By selecting a proper material variation parameter and direction of material gradation, the stress and strain concentrations can be significantly reduced.

직접유지장치 설계 변화에 따른 하악 후방연장 국소의치 지지조직의 광탄성 응력분석 (PHOTOELASTIC STRESS ANALYSIS ON THE SUPPORTING TISSUE OF MANDIBULAR DISTAL EXTENSION REMOVABLE PARTIAL DENTURE WITH VARIOUS DESIGN OF DIRECT RETAINERS)

  • 이창호;김광남;장익태
    • 대한치과보철학회지
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    • 제30권2호
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    • pp.203-224
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    • 1992
  • The purpose of this study was to evaluate the stress distribution developed in supporting structures by distal extension removable partial denture with 4-types of direct retainer. The direct retainers examined were Akers clasp, RPI clasp, RPA clasp and RPL clasp in bilateral & unilateral free end case. 3-dimensional photoelastic stress analysis was used to record the isochromatic fringe patterns and to calculate the compressive stress at measuring points. The results were as follows. 1. In bilateral free end case, RPI clasp exhibited the similar stress distribution on distal and mesial alveolar crest but Akers clasp exhibited higher stress concentration on distal alveolar crest than mesial alveolar crest. 2. In bilateral free end case, RPA clasp and RPL clasp exhibited the similar stress distribution on distal and mesial alveolar crest and RPL clasp exhibited higher stress concentration on buccal alveolar crest than lingual alveolar crest. 3. Akers clasp produced high stress concentration on residual alveolar ridge distally, but RPI clasp, RPA clasp and RPL clasp produced even stress distribution on residual alveolar ridge. 4. Removable partial denture in unilateral free end case exerted higher stress on abutment tooth root apex than bilateral distal extension removable partial denture.

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응력집중 저감을 위한 트랙터용 프론트 로더의 설계개선 및 충격 안전성 평가 (Design Improvement of Front-End Loader for Tractor to Reduce Stress Concentration and Evaluation of Impact Safety)

  • 이부윤
    • 한국기계가공학회지
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    • 제17권3호
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    • pp.109-119
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    • 2018
  • The purpose of this study is to evaluate the structural safety of the front-end loader for the 90 kW class of agricultural tractors in impact test conditions. Deformation and stress on the loader under the impact test conditions are analyzed using the commercial finite element analysis software ANSYS. In previous research dealing with the initial design of the loader, the maximum stress occurred in the mount and exceeded the yield strength of the material. In this paper, an improved design of the mount of the loader was proposed to reduce the stress concentration in the initial design. The safety of the improved design was verified by performing rigid-body dynamics analysis, transient structural analysis, and static structural analysis under three impact test conditions: a drop and catch test, a corner pull test, a corner push test. It was found that the local stress concentration in the mount that appeared in the initial design was greatly reduced in the improved design, and that the maximum stresses occurred in the three impact test conditions are smaller than the yield strength. It is expected that the design improvement of the mount proposed in this study and the method of analysis may be effectively used to enhance structural safety in the development of new model front loaders in the future.