• 제목/요약/키워드: Mode I and Mode II Load

검색결과 59건 처리시간 0.029초

임계 경사각을 고려한 기계적 체결부 균열의 혼합모드 피로균열성장 거동 (Mixed-Mode Fatigue Crack Growth Behavior of Cracks in Mechanical Joints Considering Critical Inclined Angle)

  • 허성필;양원호;정기현;류명해
    • 대한기계학회:학술대회논문집
    • /
    • 대한기계학회 2001년도 춘계학술대회논문집A
    • /
    • pp.187-192
    • /
    • 2001
  • Cracks in mechanical joints is generally under mixed-mode and there is the critical inclined angle at which mode I stress intensity factor becomes maximum. In order to evaluate the fatigue life of cracks in mechanical joints, horizontal crack normal to the applied load and located on minimum cross section is major concern but critical inclined crack must also be considered. In this paper mixed-mode fatigue crack growth test is performed for horizontal crack and critical inclined crack in mechanical joints. Fatigue crack growth path is predicted by maximum tangential stress criterion using mode I and mode II stress intensity factors obtained from weight function method, and fatigue crack growth rates of horizontal and inclined crack are compared.

  • PDF

혼합모드 하중에서의 피로균열 전파거동 (Fatigue Crack Propagation Behavior under Mixed Mode Loading)

  • 송삼홍;이정무;최병호
    • 한국정밀공학회:학술대회논문집
    • /
    • 한국정밀공학회 2000년도 추계학술대회 논문집
    • /
    • pp.481-484
    • /
    • 2000
  • Practical structures are subject not only to tension but also to shear and torsional loading. Even under uniaxial loading, when the load is not perpendicular to the crack plane, mixed mode crack can occur. Hence, it is necessary to evaluate the fatigue behavior under mixed mode loading. In this study, the propagation behavior of the fatigue crack of the STS304 steels under mixed mode loading condition was investigated. The mode I and II stress intensity factors of CTS specimen were calculated using elastic finite element method with experimental results. The fatigue crack propagation under mixed mode was evaluated by the effective stress intensity factor proposed by Tanaka.

  • PDF

Adhesive Behaviors of the Aluminum Alloy-Based CrN and TiN Coating Films for Ocean Plant

  • Murakami, Ri-Ichi;Yahya, Syed Qamma Bin
    • International Journal of Ocean System Engineering
    • /
    • 제2권2호
    • /
    • pp.106-115
    • /
    • 2012
  • In the present study, TiN and CrN films were coated by arc ion plating equipment onto aluminum alloy substrate, A2024. The film thickness was about 4.65 ${\mu}m$. TiN and CrN films were analyzed by X-ray diffraction and energy dispersive X-ray equipments. The Young's modulus and the micro-Vickers hardness of aluminum substrate were modified by the ceramic film coatings. The difference in Young's modulus between substrate and coating film would affect on the wear resistance. The critical load, Lc, was 75.8 N for TiN and 85.5 N for CrN. It indicated from the observation of optical micrographs for TiN and CrN films that lots of cracks widely propagated toward the both sides of scratch track in the early stage of MODE I. TiN film began to delaminate completely at MODE II stage. The substrate was finally glittered at MODE III stage. For CrN film, a few crack can be observed at MODE I stage. The delamination of film was not still occurred at MODE II and then was happened at MODE III. This agrees with critical load measurement which the adhesive strength was greater for CrN film than for TiN film. Consequently, it was difficult for CrN to delaminate because the adhesive strength was excellent against Al substrate. The wear process, which the film adheres and the ball transfers, could be enhanced because of the increase in loading. The wear weight of ball was less for CrN than for TiN. This means that the wear damage of ball was greater for TiN than for CrN film. It is also obvious that it was difficult to delaminate because the CrN coating film has high toughness. The coefficient of friction was less for CrN coating film than for TiN film.

Equivalent reinforcement isotropic model for fracture investigation of orthotropic materials

  • Fakoor, Mahdi;Rafiee, Roham;Zare, Shahab
    • Steel and Composite Structures
    • /
    • 제30권1호
    • /
    • pp.1-12
    • /
    • 2019
  • In this research, an efficient mixed mode I/II fracture criterion is developed for fracture investigation of orthotropic materials wherein crack is placed along the fibers. This criterion is developed based on extension of well-known Maximum Tensile Stress (MTS) criterion in conjunction with a novel material model titled as Equivalent Reinforced Isotropic Model (ERIM). In this model, orthotropic material is replaced with an isotropic matrix reinforced with fibers. A comparison between available experimental observations and theoretical estimation implies on capability of developed criterion for predicting both crack propagation direction and fracture instance, wherein the achieved fracture limit curves are also compatible with fracture mechanism of orthotic materials. It is also shown that unlike isotropic materials, fracture toughness of orthotic materials in mode $I(K)_{IC}{\mid})$ cannot be introduced as the maximum load bearing capacity and thus new fracture mechanics property, named here as maximum orthotropic fracture toughness in mode $I(K_{IC}{\mid}^{ortho}_{max})$ is defined. Optimum angle between crack and fiber direction for maximum load bearing in orthotropic materials is also defined.

혼합모드하에서의 레일강의 파괴거동 (Fracture Behavior of Rail Steel under Mixed Mode Loading)

  • 장동일;김성훈
    • 대한토목학회논문집
    • /
    • 제14권4호
    • /
    • pp.761-769
    • /
    • 1994
  • 열차 바퀴의 접촉하중에 의해 레일이 받는 하중형식은 모드 I과 모드 II가 조합된 혼합모드 하중 상태로서 본 연구에서는 레일강의 피로파괴거동을 규명하기 위해 Richard가 개발한 혼합모드 파괴시험편 및 시험 지-그(Jig)를 이용하여 파괴시험을 실시하였으며 그 결과로부터 혼합모드에 대한 용력강도계수의 상관관계를 이용하여 균열성장경로를 평가하고 기제안된 다양한 파괴기준을 비교하였다. 그 결과, 레일강의 균열성장경로는 최대원주응력설과 변형에너지밀도설을 파괴기준은 주변형률설을 따름을 알 수 있었다.

  • PDF

Analysis of a Composite Double Cantilever Beam with Stitched Reinforcements Under Mixed Mode Loading : Formulation (I)

  • Jang Insik;Sankar Bhavani V.
    • Journal of Mechanical Science and Technology
    • /
    • 제19권2호
    • /
    • pp.567-577
    • /
    • 2005
  • Several methods for improving the interlaminar strength and fracture toughness of composite materials are developed. Through-the-thickness stitching is considered one of the most common ways to prevent delamination. Stitching significantly increases the Mode I fracture toughness and moderately improves the Mode II fracture toughness. An analytical model has been developed for simulating the behavior of stitched double cantilever beam specimen under various loading conditions. For z-directional load and moment about the y-axis the numerical solutions are compared with the exact solutions. The derived formulation shows good accuracy when the relative error of displacement and rotation between numerical and exact solution were calculated. Thus we can use the present model with confidence in analyzing other problems involving stitched beams.

구름접촉 하중시 코팅 표면에 발생한 균열면의 마찰을 고려한 모드II 전파거동에 관한 연구 (Crack Face Friction Effects on Mode II Stress Intensities for a Surface-Cracked Coating In Two-Dimensional Rolling $Contact^{\copyright}$)

  • 문병영;김병수
    • 한국정밀공학회지
    • /
    • 제22권6호
    • /
    • pp.159-167
    • /
    • 2005
  • This work focuses on the effects of crack free friction on Mode II stress intensity factors, $K_{II}$, for a vertical surface crack in a two-dimensional finite element model of TiN/steel subject to rolling contact. Results indicate that maximum $K_{II}$ values, which occur when the load is adjacent to the crack, may be significantly reduced in the presence of crack face friction. The reduction is more significant for thick coatings than for thin. Crack extension and increased layer thickness result in increased $K_{II}$ values. The effect of crack face friction on compressive $K_I$ values appears negligible. Comparative results are presented for $MoS_2/steel$ and diamond-like carbon(DLC)/Ti systems.

직교 이방성체의 동적 응력확대계수에 관한 연구(I) (A Study on the Dynamic Stress Intensity Factor of Orthotropic Materials(I))

  • 이광호;황재석;최선호
    • 대한기계학회논문집
    • /
    • 제17권2호
    • /
    • pp.313-330
    • /
    • 1993
  • The propagating crack problems under dynamic plane mode in orthotropic material is studied in this paper. To analyze the dynamic fracture problems in orthortropic material, it is important to know the dynamic stress components and dynamic displacement components around the crack tip. Therefore the dynamic stress components of dynamic stress field and dynamic displacement components of dynamic displacement field in the crack tip of orthotropic material under the dynamic load and the steady state in crack propagation were derived. When the crack propagation speed approachs to zero, the dynamic stress component and dynamic displacement components derived in this study are identical to the those of static state. In addition, the relationships between dynamic stress intensity factor and dynamic energy release rate are determinded by using the concept of crack closure closure energy with the dynamic stresses and represented according to physical properties of the orthotrophic material and crack speeds. The faster the crack velocity, the greater the stress value of stress components in crack tip. The stress value of the stress component of crack tip is greater when fiber direction coincides with the crack propagation than when fider direction is normal to the crack propagation.

암석내 균열성장개시점의 결정을 위한 실험적 연구 (An experimental study on the determination of the crack initation load level in rock)

  • 김재동
    • 산업기술연구
    • /
    • 제9권
    • /
    • pp.43-49
    • /
    • 1989
  • In this study, 3-point bending test for the mode I state and 4-point shear test for the mode II state were adopted to verify the crack initiation load level through comparing the test results of the acoustic emission and the ASTM testing criteria, using Jecheon granite, as the rock sample. The major result obtained in this study is that the crack initiation load levels obtained by using ASTM testing criteria and by measuring acoustic emissions showed analogous, roughly. However in case of demanding high safety, the crack initiation load level needs to be underestimated to the level that the crack begins to deform nonlinearly.

  • PDF

소수주형 수평곡선 강교량 상부구조의 자유진동 특성 분석 (Free-vibration Characteristics of Two-I-girder Steel Bridges Curved in Plan)

  • 이기세;김승준
    • 한국강구조학회 논문집
    • /
    • 제28권5호
    • /
    • pp.365-371
    • /
    • 2016
  • 두 개의 I형 거더로 이루어진 소수주형 교량의 경우, 합성 후 슬라브와 거더가 하나의 단면으로 인식될 수 있으며, 이에 따라 평면 외방향의 휨에 대한 중립축은 강축으로 간주 될 수 있다. 따라서 자유진동 모드에서는 평면 내의 휨거동이 지배적일 것이라 쉽게 예상할 수 있다. 그러나 곡선 교량은 직선교량과 달리 초기곡률로 인하여 중력하중 하에서도 항시 비틀림 모멘트가 작용한다. 휨과 비틀림의 상호 작용은 거더의 거동을 복잡하게 하며, 때에 따라서는 비틀림 모드가 휨모드보다 지배적으로 작용할 수 있게 된다. 다시 말해, 같은 환경 하에서 곡선교량은 초기 곡률에 따라 동특성이 달라질 수 있게 된다. 현재까지 수평 곡선 거더의 자유진동에 관한 연구는 많이 이루어져 왔으나 합성 거더에 대한 연구는 부족한 실정이다. 본 연구에서는 곡률 중심각의 변화에 따른 모드 변화와 고유 주파수의 변화를 3차원 모델링을 통하여 검증 하였다. 해석 모델은 합성 전후에 대하여 작성 되었으며, 고유 주파수와 진동 모드 변화를 고찰하였다.