• 제목/요약/키워드: Residual deformation

검색결과 610건 처리시간 0.117초

잔류응력과 계면접합강도를 고려한 금속복합재료의 열탄소성 변형 해석 (Thermal Elasto-Plastic Deformation Analysis of Metal Matrix Composites Considering Residual Stress and Interface Bonding Strength)

  • 강충길;서영호
    • 한국정밀공학회지
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    • 제16권1호통권94호
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    • pp.227-237
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    • 1999
  • As the interface bonding phenomenon between the matrix and the reinforcements has a large effect on the mechanical properties of MMCs, a sugestion of the strength analysis technique considering the residual stress and the interface bonding phenomenon is very important for the design of pans and the estimation of fatigue behavior. In this paper the three dimensional finite element anaysis is performed during the elasto-plastic deformation of the particulate reinforced metal matrix composites. It was analyzed with the volume fractions in view of microscale. Bonding strength. interface separation and matrix void growth between the matrix and the reinforcements will be predicted on deformation under tensile loading. An interface seperation is estimated by the fracture criterion which is a critical value of generalized plastic work per unit volume. The shape of the reinforcement is assumed to be a perfect sphere. And the type of the reinforcement distribution is assumed as FCC array. The thermal residual stress in MMCs is induced by the heat treatment. It is included at the simulation as an initial residual stress. The element birth and death method of the ANSYS program is used for the estimation of the interface bonding strength, void generation and propagation. It is assumed that the fracture in the matrix region begin to occur under the external loading when the plastic work per unit volume is equal to the critical value. The fracture strain will be defined. The experimental data of the extruded $SiC_p$>/606l Al composites are compared with the theoretical results.

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평면변형압축시험을 이용한 보강토의 시간 의존적 변형 특성 연구 (Time-Dependent Deformation Characteristics of Geosynthetic-Reinforced Soil Using Plane Strain Compression Tests)

  • 유충식;김선빈;이봉원
    • 한국지반공학회논문집
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    • 제21권10호
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    • pp.85-97
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    • 2005
  • 보강토 구조물은 그동안의 다양한 분야에서의 적용을 통해 기존의 옹벽구조물의 대체 공법으로서 그 적용성을 인정받고 있다. 최근 들어 교대 및 철도 시설 등에 적용됨에 따라 단기적인 안정성 이외에 장기적으로 지속하중 혹은 반복하중에 노출됨에 따른 장기거동에 대한 연구의 필요성이 높아가고 있다. 본 연구에서는 이러한 연구의 필요성에 근거하여 보강토체에 발생할 수 있는 장기변형 특성 고찰에 주안점을 두고 우리나라에서 생산되는 지오그리드와 화강풍화토로 형성된 보강토에 대한 지속하중 혹은 반복하중 등 다양한 하중이력에 대한 보강토 구조물의 장기 변형 특성 메카니즘을 평면변형압축(plane strain compression; PSC)시험을 통해 고찰하였다. 그 결과 보강토의 시간 의존적 압축변형은 보강토체에 작용하는 하중 특성뿐만 아니라 보강재의 역학적 특성에도 많은 영향을 받는 것으로 나타났으며, 선행하중을 작용함으로써 시간 의존적 잔류변형을 제어할 수 있는 것으로 분석되었다.

Development of a novel self-centering buckling-restrained brace with BFRP composite tendons

  • Zhou, Z.;He, X.T.;Wu, J.;Wang, C.L.;Meng, S.P.
    • Steel and Composite Structures
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    • 제16권5호
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    • pp.491-506
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    • 2014
  • Buckling-restrained braces (BRBs) have excellent hysteretic behavior while buckling-restrained braced frames (BRBFs) are susceptible to residual lateral deformations. To address this drawback, a novel self-centering (SC) BRB with Basalt fiber reinforced polymer (BFRP) composite tendons is presented in this work. The configuration and mechanics of proposed BFRP-SC-BRBs are first discussed. Then an 1840-mm-long BFRP-SC-BRB specimen is fabricated and tested to verify its hysteric and self-centering performance. The tested specimen has an expected flag-shaped hysteresis character, showing a distinct self-centering tendency. During the test, the residual deformation of the specimen is only about 0.6 mm. The gap between anchorage plates and welding ends of bracing tubes performs as expected with the maximum opening value 6 mm when brace is in compression. The OpenSEES software is employed to conduct numerical analysis. Experiment results are used to validate the modeling methodology. Then the proposed numerical model is used to evaluate the influence of initial prestress, tendon diameter and core plate thickness on the performance of BFRP-SC-BRBs. Results show that both the increase of initial prestress and tendon diameters can obviously improve the self-centering effect of BFRP-SC-BRBs. With the increase of core plate thickness, the energy dissipation is improved while the residual deformation is generated when the core plate strength exceeds initial prestress force.

극후판 Box Column 코너이음부의 용접잔류응력 및 Groove형상 특성에 관한 연구 (A Study on the Characteristics of Welding Residual Stresses and Groove Sja[e pf Cprmer Joint in Box Column with Ultra Thick Plate)

  • 방한서;안규백;김종명;석한길;장웅성
    • Journal of Welding and Joining
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    • 제17권1호
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    • pp.97-103
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    • 1999
  • Ships, structures on the ocean, bridges, and other structures tend to be large by the development of industry. These ultra thick plate were welded with large heat input, which causes welding stresses, deformation and buckling, so it has to be considered the weld design, safety, reliability. The welded residual stresses were produced and redistributed due to the effect of large heat input. The mechanical phenomenon has not been surely identified yet. In spite of the lack of the study on the box column, there are various types of steel frame such as I type, H type, + type and $\bigcirc$ type, used in high story building. In this study, we performed computer simulation with two dimensional heat conduction and plane deformation thermal elasto-plastic finite element computer program as changing the plate thickness to 100mm, 150mm and groove angle to $60^{\circ}C$, $45^{\circ}C$, $30^{\circ}C$ of corner joint in box column. And then, to identify mechanical phenomenon such as the phenomenon of thermal distribution, welding residual stresses and deformation and to decide optimum groove angle and welding condition. The main conclusion can be summarized as follows: 1) Since the groove angle has became cooling down rapidly due to its smaller value, the temperature slope was steeped somewhat. 2) The tensile stress within the welding direction stresses was somewhat decreased at the weld metal and HAZ, increasing of the groove angle. 3) The local stress concentration of the groove angle $60^{\circ}C$ was appeared smaller than groove angle $30^{\circ}$.

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지속하중을 받은 FRP 외부부착 보강 철근콘크리트 보의 거동 특성에 관한 실험적 연구 (An Experimental Study on the Behavior of RC Beams Externally Bonded with FRPs Under Sustained Loads)

  • 심재중;오광진;김연태;박선규
    • 한국구조물진단유지관리공학회 논문집
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    • 제14권1호
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    • pp.125-132
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    • 2010
  • 최근 건설 사업에서 FRP를 단순 부착하여 구조물을 보강하는 공법은 현재 가장 널리 사용되고 있는 보수보강법이다. 본 논문에서는 FRP로 보강된 철근콘크리트 구조물은 지속하중을 받고 있기 때문에 크리프와 건조수축의 영향을 받는다. 이로 인하여 FRP의 보강효과도 달라지며, 처짐 및 변형의 회복성능, 잔존 내력 역시 크게 달라진다. 따라서 CFRP, GFRP가 휨성능에 영향을 미치는 보강 성능을 파악하고, 일정 시간이 흐른 후 하중을 제거하여 장기 변형 및 처짐의 회복성능을 파악하고, 잔존하는 내력을 알아보고자 정적 재하 실험을 수행하였다. 실험한 결과, FRP 보강 실험체는 즉시 처짐을 제어하는 측면은 매우 효율적이고, 즉시변형 회복량 또한 즉시 변형량보다 큰 결과를 보였다. 잔존강도 실험을 통하여 CFRP로 보강된 실험체가 가장 큰 내력을 가지는 것으로 나타났다. FRP로 보강된 보는 지속하중에 의한 부착성능 및 잔존내력에는 영향이 없었던 것으로 판단된다.

인장잔류응력장으로부터 피로균열이 전파하는 경우 잔류응력의 재분포거동에 대한 해석적 검토 (An Analysis of the Redistribution of Residual Stress Due to Crack Propagation Initially Through Residual Tensile Stress Field by Finite Element Method)

  • 김응준;박응준;유승현
    • Journal of Welding and Joining
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    • 제21권7호
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    • pp.71-77
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    • 2003
  • In this study, an investigation based on the superposition principle to predict residual stress redistribution caused by crack propagation itself initially through residual tensile stress field was performed by finite element method. The tendency in residual stress redistribution caused by crack propagation recognized both from the analytical results and experimental result was the residual stress concentration consecutively occurred in the vicinity of crack tip even the situation that the crack propagated to the region initially residual compressive stress existed. The software for the analysis is ABAQUS, which is a general purpose finite element package. The analytical method that attempt to take the plastic deformation at the crack tip due to tensile residual stress into the consideration of residual stress redistribution caused by crack propagation was proposed. The plastic zone size at the tip of fatigue crack and redistributed residual stresses were calculated by finite element method on the bases of the concept of Dugdale model. Comparing these analytical results with experimental results, it is verified that the residual stress redistribution caused by crack propagation can be predicted by finite element method with the proposed analytical method.

IML 성형과정에 따른 잔류응력 및 열 충격에 의한 변형 예측 (Prediction of Residual Stress Caused by IML Process and Deformation Due to Thermal Impact)

  • 이재원;장유진;신승원;박승호;정하승
    • 대한기계학회논문집A
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    • 제34권3호
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    • pp.375-382
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    • 2010
  • 본 논문에서는 In-Mold Labeling(IML) 공정을 이용한 제품생산 과정에서 발생하는 잔류응력과 열변형을 예측할 수 있는 해석모델을 개발하였다. IML 은 선 공정된 필름을 금형에 넣은 후 수지를 사출하여 제품을 생산하는 방법으로, 일반적인 사출성형 공정방법에 비해 뛰어난 색감을 구현할 수 있을뿐 아니라, 반영구적 보존 등의 다양한 장점을 얻을 수 있다. 반면, IML 공정을 이용한 제품 생산의 경우 필름박리 등의 다양한 불량 현상이 발생하기도 하는데, 이 중 필름박리 현상의 주요한 원인 중 한가지로 지목되는 열 변형 현상을 수치해석을 통해 예측하고, 실제 실험결과와 비교하여 연구의 신뢰성을 검증하였다. 이는 IML 공정을 통해 생산되는 제품의 초기설계 단계로부터 필름박리 및 열 변형을 예측하는데 활용될 수 있을 것으로 기대된다.

Residual Stress Profiles in a Product Processed By Radial Forging

  • Jang, Dong-Young;Ahn, Hyo-Sok
    • 한국윤활학회:학술대회논문집
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    • 한국윤활학회 1999년도 제29회 춘계학술대회
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    • pp.80-85
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    • 1999
  • Residual stress in the forged products directly affects material stability, resistance to deformation, accuracy, and fatigue life of products. It is very important to study the residual stress distributions in forged products and to monitor operating conditions for the minimum tensile or maximum compressive residual stresses. As a way to study the residual stress formation due to radial forging, a three dimensional theoretical model was developed using ANSYS finite element program. Using the developed model, residual stress distributions in forged product were calculated and selected results were compared with the published experimental data to verify the effectiveness of the developed model.

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