• 제목/요약/키워드: progressive failure

검색결과 413건 처리시간 0.034초

Design Optimization of Double-array Bolted Joints in Cylindrical Composite Structures

  • Kim, Myungjun;Kim, Yongha;Kim, Pyeunghwa;Park, Jungsun
    • International Journal of Aeronautical and Space Sciences
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    • 제17권3호
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    • pp.332-340
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    • 2016
  • A design optimization is performed for the double-bolted joint in cylindrical composite structures by using a simplified analytical method. This method uses failure criteria for the major failure modes of the bolted composite joint. For the double-bolted joint with a zigzag arrangement, it is necessary to consider an interaction effect between the bolt arrays. This paper proposes another failure mode which is determined by angle and distance between two bolts in different arrays and define a failure criterion for the failure mode. The optimal design for the double-bolted joint is carried out by considering the interactive net-tension failure mode. The genetic algorithm (GA) is adopted to determine the optimized parameters; bolt spacing, edge distance, and stacking sequence of the composite laminate. A purpose of the design optimization is to maximize the burst pressure of the cylindrical structures by ensuring structural integrity. Also, a progressive failure analysis (PFA) is performed to verify the results of the optimal design for the double-bolted joint. In PFA, Hashin 3D failure criterion is used to determine the ply that would fail. A stiffness reduction model is then used to reduce the stiffness of the failed ply for the corresponding failure mode.

Visualization analysis of the progressive failure mechanism of tunnel face in transparent clay

  • Lei, Huayang;Zhai, Saibei;Liu, Yingnan;Jia, Rui
    • Geomechanics and Engineering
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    • 제29권2호
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    • pp.193-205
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    • 2022
  • The face stability of shield tunnelling is the most important control index for safety risk management. Based on the reliability of the transparent clay (TC) model test, a series of TC model tests under different buried depth were conducted to investigate the progressive failure mechanism of tunnel face. The support pressure was divided into the rapid descent stage, the slow descent stage and the basically stable stage with company of the local failure and integral failure in the internal of the soil during the failure process. The relationship between the support pressure and the soil movement characteristics of each failure stage was defined. The failure occurred from the soil in front of the tunnel face and propagated as the slip zone and the loose zone. The fitted formulas were proposed for the calculation of the failure process. The failure mode in clay was specified as the basin shape with an inverted trapezoid shape for shallow buried and appeared as the basin shape with a teardrop-like shape in deep case. The implications of these findings could help in the safety risk management of the underground construction.

복합재료 거동특성의 파괴해석 I - 이방성 소성 적합모델 (A Progressive Failure Analysis Procedure for Composite Laminates I - Anisotropic Plastic Constitutive Model)

  • 이규세
    • 복합신소재구조학회 논문집
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    • 제5권4호
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    • pp.1-10
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    • 2014
  • A progressive failure analysis procedure for composite laminates is developed in here and in the companion paper. An anisotropic plastic constitutive model for fiber-reinforced composite material, is developed, which is simple and efficient to be implemented into computer program for a predictive analysis procedure of composites. In current development of the constitutive model, an incremental elastic-plastic constitutive model is adopted to represent progressively the nonlinear material behavior of composite materials until a material failure is predicted. An anisotropic initial yield criterion is established that includes the effects of different yield strengths in each material direction, and between tension and compression. Anisotropic work-hardening model and subsequent yield surface are developed to describe material behavior beyond the initial yield under the general loading condition. The current model is implemented into a computer code, which is Predictive Analysis for Composite Structures (PACS), and is presented in the companion paper. The accuracy and efficiency of the anisotropic plastic constitutive model are verified by solving a number of various fiber-reinforced composite laminates with and without geometric discontinuity. The comparisons of the numerical results to the experimental and other numerical results available in the literature indicate the validity and efficiency of the developed model.

단계적 파괴 모델에 의한 적층 복합재료의 충격거동 해석 (Impact Behavior of Laminated Composite using Progressive Failure Model)

  • 강문수;이경우;강태진
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2000년도 추계학술발표대회 논문집
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    • pp.102-105
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    • 2000
  • Recently, applications of integrated large composite structures have been attempted to many structures of vehicles. To improve the cost performance and reliability of the integrated composite structures, it is necessary to judge structural integrity of the composite structures. For the judgement, we need fracture simulation techniques for composite structures. Many researches oil the fracture simulation method using FEM have been reported by now. Most of the researches carried out simulations considering only matrix cracking and fiber breaking as fracture modes, and did not consider delamination. Several papers have reported the delamination simulation, but all these reports require three-dimensional elements or quasi three- dimensional elements for FEM analysis. Among fracture mechanisms of composite laminates, delamination is the most important factor because it causes stiffness degradation in composite structures. It is known that onset and propagation of delamination are dominated by the strain energy release rate and interfacial moment. In this study, laminated composite has been described by using 3 dimensional finite elements. Then impact behavior of the laminated composite is simulated using FEM(ABAQUS/Explicit) with progressive failure mechanism. These results are compared with experimental results.

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복합재료 적층판 기계적 체결부 파손시험 및 점진적 파손해석에 대한 연구 (A Study for Failure Test and Progressive Failure Analysis on Composite Laminates Mechanical Joint)

  • 권정식;김진성;양용만;이수용
    • 한국항공우주학회지
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    • 제45권1호
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    • pp.21-29
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    • 2017
  • 복합재료 적층판 기계적 체결부(ASTM D5961 Proc. A, B)에 대하여 치구 설계에서 시험 결과의 해석까지 전체 과정을 제시하였다. 복합재료 적층판 기계적 체결부를 유한요소법을 사용하여 분석하였으며 시험 결과와 비교하였다. 시험편의 파손 거동을 분석하기 위해 점진적 파손해석 방법을 유한요소법에 적용하였다. 시험 파손 하중을 예측하기 위해 3가지 파손이론(최대 응력, 최대 변형률, Tsai-Wu)을 FEM에 적용하였다. 기계적 체결부의 일반적인 변수들을 검토하였으며 주요 변수에 대하여 베어링 강도 차이를 비교하였다.

점진적 정수 중단 하에서의 와이블분포에 대한 계량형 샘플링검사 (Variables Sampling Plans for the Weibull Distribution under Progressive Failure Censoring)

  • 이상호;전치혁
    • 한국경영과학회:학술대회논문집
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    • 한국경영과학회/대한산업공학회 2005년도 춘계공동학술대회 발표논문
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    • pp.922-926
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    • 2005
  • Progressively censored variables sampling plans are proposed for the lot acceptance of parts whose life follows Weibull distribution with known shape parameter. Progressive type-II censoring gives us not only time to failure but also degradation information. So, one can construct more flexible and more cost effective sampling plans. Design parameters of our sampling plan are determined by using the usual two-point approach.

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A Study on a Composite Laminate Pull-through Joint

  • Kwon, Jeong-Sik;Kim, Jin-Sung;Seo, Bum-Kyung;Lee, Soo-Yong
    • International Journal of Aeronautical and Space Sciences
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    • 제18권1호
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    • pp.63-69
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    • 2017
  • In this paper, composite laminate pull-through resistance was analyzed using the FEM method and compared with test results. 2D and 3D simplified FEM models, a nonlinear analysis, and a progressive failure analysis utilizing three composite laminate failure theories Maximum Stress, Maximum Strain, and Tsai-Wu were used to predict the FEM results with the test results. The load and boundary conditions of the test were applied to the FEM to simulate the test. A composite laminate pull-through test (ASTM D7332 Proc. B) was designed with a special fixture to collect more precise data. The test results were compared with the FEM analysis results.

동적효과를 고려한 연쇄붕괴해석 프로그램의 개발 (Development of Progressive Collapse Analysis Program considering Dynamic Effects)

  • 김진구;박준희;안다운;김현수
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2007년도 정기 학술대회 논문집
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    • pp.771-776
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    • 2007
  • Widespread propagation of failure can be triggered by localized damage to a structure because of fires, impact and explosion etc. In this paper, the progressive collapse analysis program is developed to automatically check the failed members and construct the modified structural model at each step. OpenSees, that is widely used in many research groups, was used for the developed progressive collapse analysis control program. The control program developed in this study automatically computes the damage indices of all the structural members and performance a progressive collapse analysis after the first failed member is selected. Using the developed program, we compared the progressive collapse behaviors of the example structures considering dynamic effects or not, and the difference of progressive collapse mechanism according to the modeling method of the failed members.

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2D and 3D numerical analysis on strut responses due to one-strut failure

  • Zhang, Wengang;Zhang, Runhong;Fu, Yinrong;Goh, A.T.C.;Zhang, Fan
    • Geomechanics and Engineering
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    • 제15권4호
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    • pp.965-972
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    • 2018
  • In deep braced excavations, struts and walers play an essential role in the whole supporting system. For multi-level strut systems, accidental strut failure is possible. Once a single strut fails, it is possible for the loads carried from the previous failed strut to be transferred to the adjacent struts and therefore cause one or more struts to fail. Consequently, progressive collapse may occur and cause the whole excavation system to fail. One of the reasons for the Nicoll Highway Collapse was attributed to the failure of the struts and walers. Consequently, for the design of braced excavation systems in Singapore, one of the requirements by the building authorities is to perform one-strut failure analyses, in order to ensure that there is no progressive collapse when one strut was damaged due to a construction accident. Therefore, plane strain 2D and three-dimensional (3D) finite element analyses of one-strut failure of the braced excavation system were carried out in this study to investigate the effects of one-strut failure on the adjacent struts.

진행성 파괴에 대한 사면안정의 확률론적 해석 (Probabilistic Analyrgis of Slope Stactility for Progressive Failure)

  • 김영수
    • 한국지반공학회지:지반
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    • 제4권2호
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    • pp.5-14
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    • 1988
  • 균질토 사면에서 진행성 파괴에 대한 확를론적 모델이 제시되었다. 파괴면 위의 어떤 절편에 대한 국부적인 Safety Margin은 정규분포차 가정하였다. 파괴면을 따라 존재하는 전단강도의 불확실성은 1차원 Random Field Models로 표현되었다. 이 연구에서는 파괴가 Toe에서 시작되어 사면 정상까지 진행되는 경우만을 고려하였다. 파괴면위의 어느 두 인접 절편의 Safety Margin의 Joint Distribution은 Bivariate Normal로 가정하였다. 활동파괴의 전체적인 파괴확률은 일련의 Conditional events의 급으로 표현되었다. 최종적으로 개발된 절차가 절취사면의 신뢰도를 얻기 위하여 한 예에 적용되었다.

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