• 제목/요약/키워드: progressive failure

검색결과 416건 처리시간 0.027초

Postbuckling response and failure of symmetric laminated plates with rectangular cutouts under in-plane shear

  • Singh, S.B.;Kumar, Dinesh
    • Structural Engineering and Mechanics
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    • 제34권2호
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    • pp.175-188
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    • 2010
  • This paper deals with the buckling and postbuckling responses, and the progressive failure of square laminates of symmetric lay-up with a central rectangular cutout under in-plane shear load. A detailed investigation is made to show the effects of cutout size and cutout aspect ratio on the buckling and postbuckling responses, failure loads and failure characteristics of $(+45/-45/0/90)_{2s}$, $(+45/-45)_{4s}$ and $(0/90)_{4s}$ laminates. The 3-D Tsai-Hill criterion is used to predict the failure of a lamina while the onset of delamination is predicted by the interlaminar failure criterion. In addition, the effects of boundary conditions on buckling loads, failure loads, failure modes, and maximum transverse deflection for a $(+45/-45/0/90)_{2s}$ laminate with and without a square cutout have been presented. It is concluded that because of early onset of delamination at the net section of cutouts before first-ply failure, total strength of the laminate with very small cutouts can not be utilized.

Monotonic Loading Tests of RC Beam-Column Subassemblage Strengthened to Prevent Progressive Collapse

  • Kim, Jinkoo;Choi, Hyunhoon
    • International Journal of Concrete Structures and Materials
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    • 제9권4호
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    • pp.401-413
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    • 2015
  • In this study the progressive collapse resisting capacity of a RC beam-column subassemblage with and without strengthening was investigated. Total of five specimens were tested; two unreinforced specimens, the one designed as gravity load-resisting system and the other as seismic load-resisting system, and three specimens reinforced with: (i) bonded strand, (ii) unbonded strand, and (iii) side steel plates with stud bolts. The two-span subassemblages were designed as part of an eight-story RC building. Monotonically increasing load was applied at the middle column of the specimens and the force-displacement relationships were plotted. It was observed that the gravity load-resisting specimen failed by fractures of re-bars in the beams. In the other specimens no failure was observed until the maximum displacement capacity of the actuator was reached. Highest strength was observed in the structure with unbonded strand. The test result of the specimen with side steel plates in beam-column joints showed that the force-displacement curve increased without fracture of re-bars. Based on the test results it was concluded that the progressive collapse resisting capacity of a RC frame could be significantly enhanced using unbonded strands or side plates with stud bolts.

엠보싱 및 버링 공법을 이용한 휴대폰용 초정밀 알 에프 스위치 커넥터 쉘 개발 (Development of High Precision R/F Switch Connector Shell for Mobile Phone by Embossing and Burring Process)

  • 최홍석;신현집;김병민;고대철
    • 소성∙가공
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    • 제22권6호
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    • pp.317-322
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    • 2013
  • A radio frequency(R/F) switch connector is widely used in wireless devices such as mobile phone and navigator to check defects of the circuit board of product. The R/F switch connector shell plays a role in protecting the switch connector. Previously, this part was machined using a turning, which is time-consuming and has poor material utilization. Furthermore, the workpiece material of brass containing lead that has excellent machinability has environmentally regulated during recent years. The purpose of the current study was to develop the connector shell by forming through progressive dies including embossing, burring and forging process in order to achieve higher productivity and dimensional accuracy without tool failure. To accomplish this objective, a strip layout was designed and finite element (FE) analysis was performed for each step in the process. Try-out for the connector shell was conducted using progressive die design based on FE-analysis results. Dimensional accuracy of developed part was investigated by scanning electron microscopy. The result of the investigation for the dimensions of the formed connector shell showed that the required dimensional accuracy was satisfied. Moreover, productivity using the progressive die increased four times compared to previous machining process.

Dynamic increase factor for progressive collapse of semi-rigid steel frames with extended endplate connection

  • Huang, Ying;Wu, Yan;Chen, Changhong;Huang, Zhaohui;Yao, Yao
    • Steel and Composite Structures
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    • 제31권6호
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    • pp.617-628
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    • 2019
  • As an extremely destructive accident, progressive collapse is defined as the spread of an initial local failure from element to element, resulting eventually in the collapse of an entire structure or disproportionately large of it. To prevent the occurrence of it and evaluate the ability of structure resisting progressive collapse, the nonlinear static procedure is usually adopted in the whole structure design process, which considered dynamic effect by utilizing Dynamic Increase Factor (DIF). In current researches, the determining of DIF is performed in full-rigid frame, however, the performance of beam-column connection in the majority of existing frame structures is not full-rigid. In this study, based on the component method proposed by EC3 guideline, the expression of extended endplate connection performance is further derived, and the connection performance is taken into consideration when evaluated the performance of structure resisting progressive collapse by applying the revised plastic P-M hinge. The DIF for structures with extended endplate beam-column connection have been determined and compared with the DIF permitted in current GSA guideline, the necessity of considering connection stiffness in determining the DIF have been proved.

Right ventricular failure in congenital heart disease

  • Cho, Young Kuk;Ma, Jae Sook
    • Clinical and Experimental Pediatrics
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    • 제56권3호
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    • pp.101-106
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    • 2013
  • Despite developments in surgical techniques and other interventions, right ventricular (RV) failure remains an important clinical problem in several congenital heart diseases (CHD). RV function is one of the most important predictors of mortality and morbidity in patients with CHD. RV failure is a progressive disorder that begins with myocardial injury or stress, neurohormonal activation, cytokine activation, altered gene expression, and ventricular remodeling. Pressure-overload RV failure caused by RV outflow tract obstruction after total correction of tetralogy of Fallot, pulmonary stenosis, atrial switch operation for transposition of the great arteries, congenitally corrected transposition of the great arteries, and systemic RV failure after the Fontan operation. Volume-overload RV failure may be caused by atrial septal defect, pulmonary regurgitation, or tricuspid regurgitation. Although the measurement of RV function is difficult because of many reasons, the right ventricle can be evaluated using both imaging and functional modalities. In clinical practice, echocardiography is the primary mode for the evaluation of RV structure and function. Cardiac magnetic resonance imaging is increasingly used for evaluating RV structure and function. A comprehensive evaluation of RV function may lead to early and optimal management of RV failure in patients with CHD.

비탈면 안정해석과 유지관리의 통합해석기법 (Integral Method of Stability Analysis and Maintenance of Slope)

  • 박민철;유병옥;백용;황영철
    • 한국지반환경공학회 논문집
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    • 제17권3호
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    • pp.27-35
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    • 2016
  • 비탈면 안정해석 기법과 유지관리를 위한 계측자료 해석기법은 다양하게 제시되어 있지만 두 기법을 연계할 수 있는 방안은 제시되지 않았다. 본 연구에서는 진행성 파괴에 대한 비탈면 안정해석과 계측기반의 유지관리를 통합할 수 있는 해석기법을 제안하였다. 시간 열화에 의한 비탈면의 붕괴과정은 강도감소계수를 적용한 지반강도정수를 이용하여 정량화하고, 비탈면 붕괴 시 까지의 안전율과 파괴범위를 산정하였다. 변위는 누적 변위 곡선과 변위 속도 곡선, 변위 역속도 곡선으로 정량화하여 유지관리 기법과 연계하였다. 제안된 절차로 해석을 수행한 결과, 누적 변위 곡선을 이용한 비탈면의 파괴모델은 기존 연구와 동일하게 3차 다항모델로 산정되었다. 붕괴 시점 예측에 적용되는 변위 역속도의 취성재료에서는 1차 직선식, 연성재료에서는 3차 다항식으로 감소되어 Fukuzono(1985)의 제안식과 일치하였으며 붕괴사례와도 유사한 거동을 나타내었다.

복합재 판스프링의 재료특성에 따른 스프링 강성변화와 초기 파단하중 예측 (Prediction of Spring Rate and Initial Failure Load due to Material Properties of Composite Leaf Spring)

  • 오성하;최복록
    • 대한기계학회논문집A
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    • 제38권12호
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    • pp.1345-1350
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    • 2014
  • 본 연구에서는 자동차 판스프링을 대상으로 유리섬유 복합재의 적용을 위한 해석적 방법들을 제시하였다. 즉, 판스프링의 정적거동에 영향을 미치는 복합재 재료의 구성 성분비와 섬유각의 변화 등을 고려한 해석을 수행하였다. GFRP 복합재의 기계적 성질들은 ASTM 표준시험 방법을 따라서 직접 측정하였으며, 역해석 방법을 통해서 섬유와 수지 각각의 직교이방성과 등방성 성질들을 시험결과들로부터 재구성하였다. 다음으로 섬유의 방향과 섬유와 수지의 함유량 비와 같은 주요 재료변수들의 변화에 따른 스프링 계수들의 변화를 분석하였다. 마지막으로 초기 파괴하중을 예측하기 위해서 선형 탄성해석과 파손조건식을 이용해서 점진적 파괴해석을 수행하였으며, 그 결과 최초의 손상부위는 전단응력에 의해 판스프링의 모서리 부위에서 발생하였다.

직조 복합재료의 구조적 특성을 고려한 모델링 기법 및 물성 예측 기법 개발 (Development of Modeling Technique and Material Prediction Method Considering Structural Characteristics of Woven Composites)

  • 최경희;황연택;김희준;김학성
    • Composites Research
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    • 제32권5호
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    • pp.206-210
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    • 2019
  • 직조 구조의 복합재의 쓰임이 자동차, 항공 산업 등 여러 분야로 확장됨에 따라, 직조 복합재의 신뢰성 문제 및 물성예측에 대한 필요성이 대두되었다. 본 연구에서는 직조 구조가 다른 복합재료의 물성 예측을 위한 유한요소해석을 수행하여 실험으로 얻은 정적 물성과의 유사성을 검증하였고, 효과적인 모델링 방법을 개발하였다. 직조 구조의 특성을 반영하기 위하여 모델링은 메소 스케일의 대표 체적 요소(RVE)를 이용하였다. 섬유 다발과 순수 기지를 분리하여 3차원 모델링을 진행하였다. 하신 파괴 기준(Hashin's failure criteria)을 적용하여 요소의 파괴 유무를 판단하였고, 해석 모델은 복합재에 적합한 점진적 파괴 모델을 사용하였다. 최종적으로, 직조 구조에 따른 복합재의 물성을 성공적으로 예측하여 본 모델링 및 해석 기법에 대한 적합성을 검증하였다.

만성 신부전이 동반된 Asphyxiating Thoracic Dystrophy 1례 (A Case of Asphyxiating Thoracic Dystrophy with Chronic Renal Failure)

  • 조현정;이윤경;김동언;이익준
    • Childhood Kidney Diseases
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    • 제2권2호
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    • pp.196-199
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    • 1998
  • The classical manifestation of asphyxiating thoracic dystrophy comprise narrow chest, short limbs, and pelvic changes. The degree of respiratory distress varied from negligible to lethal. The development of progressive renal failure may indicate that the condition is asphyxiating thoracic dystrophy. We have experienced a case of asphyxiating thoracic dystrophy who died from chronic renal failure in a 5-month old infant. Abriefreviewofassociatedliteratureisalsopresented.

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Effect of column loss location on structural response of a generic steel moment resisting frame

  • Rezvani, Farshad Hashemi;Jeffers, Ann E.;Asgarian, Behrouz;Ronagh, Hamid Reza
    • Steel and Composite Structures
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    • 제25권2호
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    • pp.217-229
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    • 2017
  • The effect of column loss location on the structural response of steel moment resisting frames (MRF) is investigated in this study. A series of nonlinear static and dynamic analyses were performed to determine the resistance of a generic frame to an arbitrary column loss and detect the structural members that are susceptible to failure progression beyond that point. Both force-controlled and deformation-controlled actions based on UFC 4-023-03 and ASCE/SEI 41-06 were implemented to define the acceptance criteria for nine APM cases defined in this study. Results revealed that the structural resistance against an arbitrary column loss in the top story is at least 80% smaller than that of the bottom story. In addition, it was found that the dynamic increase factor (DIF) at the failure point is at most 1.13.