• 제목/요약/키워드: Equivalent Stress Range

검색결과 96건 처리시간 0.027초

교량용 후판 다층용접시 잔류응력과 변형에 미치는 루트간격의 영향 (Effects of Root Gap on Residual Stresses and Deformation in the Multi-Pass Weld of Thick Plates for Steel Bridge)

  • 장경복;김하근;강성수
    • Journal of Welding and Joining
    • /
    • 제17권1호
    • /
    • pp.88-96
    • /
    • 1999
  • The effects of root gap on welding residual stress and deformation are dealt with the multi-pass weldment with three kinds(0, 6, 30mm) of root gap by F.E.M common code, and then compared with experiment data. In this analysis, an 100% ramp heat input model was used to avoid numerical convergence problem due to an instantaneous increase in temperature near the fusion zone, and the effect of a moving arc in a two dimensional plane was also included. During the analysis, a small time increment was applied in a period with instantaneous temperature fluctuation while a large time increment was used in the rest period. The residual stress is distributed as symmetric types and maximum value is also equivalent when the weldment with 0mm and 6mm root gap is welded. In the case of 30mm root gap welding, the distribution of the residual stress extends over a wide range as asymmetric types due to the built-up weld, and most of the residual stress is biased in the side of a built-up weld part. In case of 0mm gap welding and 6mm gap welding, a little angular distortion occurs, but the level of deformation is small. When the weldment with 30mm root gap is welded, the angular deformation of the asymmetric types, however, occurs larger than the other specimens. The experimental and the analytic results show good coincidence and indicate that the welding residual stress and deformation distribution of 30 mm root gap specimen may be asymmetric and the amplitude is larger than those of root gap specimen under standard.

  • PDF

균열이 발생하지 않는 섬유강화 복합재료의 층간분리 평가법 (Evaluation of Delamination for Fiber Reinforced Composite Material without Crack)

  • 송삼홍;김철웅;황진우
    • 한국정밀공학회:학술대회논문집
    • /
    • 한국정밀공학회 2003년도 춘계학술대회 논문집
    • /
    • pp.1349-1353
    • /
    • 2003
  • Previous researches for fiber reinforced composite material(FRCM) have been evaluated the fatigue delamination behavior using the traditional fracture mechanics parameters. Therefore. previous researches for FRCM have not generally been firmed yet. Because delamination growth behavior in FRCM should be consider relationship between delamination area, A$\sub$D/ and crack length, a instead of traditional fracture mechanics parameters. Especially, in case of delamination behavior for FRCM without crack should be considering equivalent crack, i.e., pseudo crack, a$\sub$p/, using the fracture behavior of FRCM with crack. The major purpose of this study was to evaluate the delamination for FRCM without crack. The details of the studies are as follow : 1) Relationship between crack growth rate, da/dN and stress intensity factor, ΔK in FRCM containing a saw-cut and circular hole with crack. 2) Propose of PSEUDO CRACK MODEL for the delamination in FRCM without crack. 3) Analysis of crack propagation energy, E$\sub$crack/ using a total energy, E$\sub$total/ and delamination growth energy, E$\sub$del/.

  • PDF

강재 맨홀뚜껑의 보강구조 해석 (Analysis of Strengthening Structures of Steel Manhole Cover)

  • 김흥규;양영수;배강열
    • Journal of Welding and Joining
    • /
    • 제32권2호
    • /
    • pp.54-62
    • /
    • 2014
  • Manhole cover, which is usually made of grey cast iron and consists of frame and cover, should have enough strength to support the heavy traffic load. The manhole cover made of cast iron has heavy weight to handle manually and is vulnerable to impact force with its brittle characteristics. Moreover, its production process of casting has been regulated in terms of environmental pollution. In this study, steel manhole cover is proposed to substitute the cast cover with a series of structural analyses to confirm its strength to support the test load for manhole cover. The cover of the proposed steel manhole cover is made of thin circular pate and stiffeners below the plate. Rectangular columns and hollow circular plate were selected for the shape of the stiffener. In order to give enough strength for the cover to behave within elastic range in the loading, strengthening structures of the cover were varied with increasing the number and the size of the stiffeners. The results of the analyses revealed that when both the hollow circular stiffener and cross stiffeners were additionally applied at the same time to the steel cover with longitudinal stiffeners, the maximum stress level in the cover could be reduced to that level presented in the cast cover.

AISI 316L스테인리스강의 소형펀치 크리프 거동에 미치는 마찰계수의 영향 (Effect of Friction Coefficient on the Small Punch Creep Behavior of AISI 316L Stainless Steel)

  • 김범준;조남혁;김문기;임병수
    • 대한금속재료학회지
    • /
    • 제49권7호
    • /
    • pp.515-521
    • /
    • 2011
  • Small punch creep testing has received attention due to the convenience of using smaller specimens than those of conventional uniaxial creep tests, which enables creep testing on developing or currently operational components. However, precedent studies have shown that it is necessary to consider friction between the punch and specimen when computing uniaxial equivalent stress from a finite element model. In this study, small punch creep behaviors of AISI 316L stainless steel, which is widely used in high temperature-high pressure machineries, have been compared for the two different ceramic balls such as $Si_3N_4$ and $Al_2O_3$. The optimal range of the friction coefficient is 0.4~0.5 at $650^{\circ}C$ for the best fit between experimental and simulation data of AISI 316 L stainless steel. The higher the friction coefficient, the longer the creep rupture time is. Therefore, the type of ceramic ball used must be specified for standardization of small punch creep testing.

Effect of confinement on flexural ductility design of concrete beams

  • Chen, X.C.;Bai, Z.Z.;Au, F.T.K.
    • Computers and Concrete
    • /
    • 제20권2호
    • /
    • pp.129-143
    • /
    • 2017
  • Seismic design of reinforced concrete (RC) structures requires a certain minimum level of flexural ductility. For example, Eurocode EN1998-1 directly specifies a minimum flexural ductility for RC beams, while Chinese code GB50011 limits the equivalent rectangular stress block depth ratio at peak resisting moment to achieve a certain nominal minimum flexural ductility indirectly. Although confinement is effective in improving the ductility of RC beams, most design codes do not provide any guidelines due to the lack of a suitable theory. In this study, the confinement for desirable flexural ductility performance of both normal- and high-strength concrete beams is evaluated based on a rigorous full-range moment-curvature analysis. An effective strategy is proposed for flexural ductility design of RC beams taking into account confinement. The key parameters considered include the maximum difference of tension and compression reinforcement ratios, and maximum neutral axis depth ratio at peak resisting moment. Empirical formulae and tables are then developed to provide guidelines accordingly.

불량용접을 갖는 트러스교의 피로수명 (Expectation of the Fatigue Life at the Truss Bridge Including Improper Welding)

  • 방명석
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제3권4호
    • /
    • pp.191-198
    • /
    • 1999
  • 수많은 판형부재로 구성된 대형 트러스교에서는 불량용접된 부재가 존재할 수 있으며, 이는 교량의 피로수명에 결정적인 영향을 줄 수 있다. 이러한 교량에서 용접불량부를 조사하고 부재단면중 용접불량을 고려한 유효단면을 가정하여 피로수명을 예측하는 방법에 대하여 연구하였다. 이를 위하여 피로수명에 영향을 미치는 교통량을 분석하고 차량모델을 가정하여 유효등가응력을 산정하였으며 모형피로시험에서 구한 응력-반복횟수곡선을 이용하여 피로수명을 예측하였다. 본 연구에서 사용된 분석기법은 불량용접부와 교통량이 강교량의 피로수명에 미치는 영향을 예측하는데 매우 유용함을 알 수 있다.

  • PDF

레일 피로수명 예측에 따른 레일 연마의 효용성 평가 (Evaluation on Effectiveness of Rail Grinding by Prediction of Rail Fatigue Life)

  • 김만철
    • 한국철도학회:학술대회논문집
    • /
    • 한국철도학회 2008년도 춘계학술대회 논문집
    • /
    • pp.255-261
    • /
    • 2008
  • The importance of maintenance of rail surface defects is increasing according to the KTX operation. That is because during high speed operation of rolling stocks, rail surface defects shorten fatigue life of rail, accelerate track degradation and deteriorate ride comfort. Rail grinding has been applied for effective rail maintenance in Kyeong-Bu HS line. This paper evaluates the effectiveness of rail grinding in term of rail fatigue life. To this end, the stresses of the ground rail are measured under KTX running and the equivalent stress range is calculated by RMC after the frequency analysis done with Rainflow counting method. Also, Pamglen-Miner rule is applied to predict the fatigue life of ground rail. The result of the analysis shows that the fatigue life of ground rail is increased by 15%.

  • PDF

안티푸라민-에스® 로션의 레올로지 특성 연구 (Rheological Properties of Antiphlamine-S® Lotion)

  • 국화윤;송기원
    • Journal of Pharmaceutical Investigation
    • /
    • 제39권3호
    • /
    • pp.185-199
    • /
    • 2009
  • Using a strain-controlled rheometer [Advanced Rheometric Expansion System (ARES)], the steady shear flow properties and the dynamic viscoelastic properties of $Antiphlamine-S^{(R)}$ lotion have been measured at $20^{\circ}C$ (storage temperature) and $37^{\circ}C$ (body temperature). In this article, the temperature dependence of the linear viscoelastic behavior was firstly reported from the experimental data obtained from a temperature-sweep test. The steady shear flow behavior was secondly reported and then the effect of shear rate on this behavior was discussed in detail. In addition, several inelastic-viscoplastic flow models including a yield stress parameter were employed to make a quantitative evaluation of the steady shear flow behavior, and then the applicability of these models was examined by calculating the various material parameters. The angular frequency dependence of the linear viscoelastic behavior was nextly explained and quantitatively predicted using a fractional derivative model. Finally, the strain amplitude dependence of the dynamic viscoelastic behavior was discussed in full to elucidate a nonlinear rheological behavior in large amplitude oscillatory shear flow fields. Main findings obtained from this study can be summarized as follows : (1) The linear viscoelastic behavior is almostly independent of temperature over a temperature range of $15{\sim}40^{circ}C$. (2) The steady shear viscosity is sharply decreased as an increase in shear rate, demonstrating a pronounced Non-Newtonian shear-thinning flow behavior. (3) The shear stress tends to approach a limiting constant value as a decrease in shear rate, exhibiting an existence of a yield stress. (4) The Herschel-Bulkley, Mizrahi-Berk and Heinz-Casson models are all applicable and have an equivalent validity to quantitatively describe the steady shear flow behavior of $Antiphlamine-S^{(R)}$ lotion whereas both the Bingham and Casson models do not give a good applicability. (5) In small amplitude oscillatory shear flow fields, the storage modulus is always greater than the loss modulus over an entire range of angular frequencies tested and both moduli show a slight dependence on angular frequency. This means that the linear viscoelastic behavior of $Antiphlamine-S^{(R)}$ lotion is dominated by an elastic nature rather than a viscous feature and that a gel-like structure is present in this system. (6) In large amplitude oscillatory shear flow fields, the storage modulus shows a nonlinear strain-thinning behavior at strain amplitude range larger than 10 % while the loss modulus exhibits a weak strain-overshoot behavior up to a strain amplitude of 50 % beyond which followed by a decrease in loss modulus with an increase in strain amplitude. (7) At sufficiently large strain amplitude range (${\gamma}_0$>100 %), the loss modulus is found to be greater than the storage modulus, indicating that a viscous property becomes superior to an elastic character in large shear deformations.

Rheology of Concentrated Xanthan Gum Solutions : Steady Shear Flow Behavior

  • Song Ki-Won;Kim Yong-Seok;Chang Gap-Shik
    • Fibers and Polymers
    • /
    • 제7권2호
    • /
    • pp.129-138
    • /
    • 2006
  • Using a strain-controlled rheometer, the steady shear flow properties of aqueous xanthan gum solutions of different concentrations were measured over a wide range of shear rates. In this article, both the shear rate and concentration dependencies of steady shear flow behavior are reported from the experimentally obtained data. The viscous behavior is quantitatively discussed using a well-known power law type flow equation with a special emphasis on its importance in industrial processing and actual usage. In addition, several inelastic-viscoplastic flow models including a yield stress parameter are employed to make a quantitative evaluation of the steady shear flow behavior, and then the applicability of these models is also examined in detail. Finally, the elastic nature is explained with a brief comment on its practical significance. Main results obtained from this study can be summarized as follows: (1) Concentrated xanthan gum solutions exhibit a finite magnitude of yield stress. This may come from the fact that a large number of hydrogen bonds in the helix structure result in a stable configuration that can show a resistance to flow. (2) Concentrated xanthan gum solutions show a marked non-Newtonian shear-thinning behavior which is well described by a power law flow equation and may be interpreted in terms of the conformational status of the polymer molecules under the influence of shear flow. This rheological feature enhances sensory qualities in food, pharmaceutical, and cosmetic products and guarantees a high degree of mix ability, pumpability, and pourability during their processing and/or actual use. (3) The Herschel-Bulkley, Mizrahi-Berk, and Heinz-Casson models are all applicable and have equivalent ability to describe the steady shear flow behavior of concentrated xanthan gum solutions, whereas both the Bingham and Casson models do not give a good applicability. (4) Concentrated xanthan gum solutions exhibit a quite important elastic flow behavior which acts as a significant factor for many industrial applications such as food, pharmaceutical, and cosmetic manufacturing processes.

충돌 시뮬레이션을 통한 코딩 교육용 드론의 구조적 안정성 연구 (A Collision Simulation Study on the Structural Stability for a Programmable Drone)

  • 김명일;정대용;김수민;이진규;최문현;김호윤
    • 한국산학기술학회논문지
    • /
    • 제20권5호
    • /
    • pp.627-635
    • /
    • 2019
  • 코딩 교육용 드론은 비행의 기초 원리를 체험하는 것뿐 아니라, 주로 아두이노(Arduino) 기반의 프로그래밍을 통해 드론을 제어하고 조종할 수 있도록 개발된 드론이다. 교육용 드론의 특성상 주 사용자는 드론 조종에 미숙한 학생들이기 때문에 드론과 외부 물체와의 충돌이 빈번하게 발생하여 드론 기체의 손상 비율이 높은 문제점이 있다. 본 연구에서는 교육용 드론 기체에 대한 구조 동역학 기반의 충돌 시뮬레이션 방법을 통해 드론의 구조적 안정성을 평가하였다. 약 240,000개의 4면체 요소를 갖는 해석 모델을 사용하여 $0^{\circ}$, $+15^{\circ}$, $-15^{\circ}$의 충돌 각도에 따른 3가지 케이스에 대해 충돌 시뮬레이션을 수행하였다. 3차원 구조물의 동적 거동 시뮬레이션에 탁월한 기능을 제공하는 ANSYS LS-DYNA를 활용하여 드론이 4 m/s의 속도로 벽에 충돌했을 때 주요 관심 부분인 드론 상 하부, 링 조립체에 발생하는 응력 분포 및 변형률을 분석하였다. 주요 관심 부분의 등가 응력에 따른 안전율은 0.72~2.64, 항복 변형률 기준 안전율은 1.72~26.67의 범위로 도출되었다. 이러한 안전율을 기준으로 재료 물성에 따른 항복 변형률과 종국 변형률을 초과하는 응력이 발생하는 부분에 대한 구조 안정성 확보를 위해 설계 보강이 필요한 부분을 제시한다.