• Title/Summary/Keyword: Separation failure

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Complete rooming-in care of newborn infants

  • Lee, Yoo-Min;Song, Kang-Hoon;Kim, Young-Mi;Kang, Jin-Sun;Chang, Ji-Young;Seo, Hyun-Joo;Choi, Yong-Sung;Bae, Chong-Woo
    • Clinical and Experimental Pediatrics
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    • v.53 no.5
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    • pp.634-638
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    • 2010
  • Purpose: In Kyung Hee East-West Neo Medical Center, Seoul, Korea, efforts to raise rooming-in care success rate have been undertaken since when the hospital was established in 2006. We intended to analyze our experience over the past 3 years of period and to discuss the advantages of rooming-in. Methods: We analyzed the rooming-in practice rate, failure rate, and the breast feeding rate. Subjects were 860 normal healthy neonates from June 2006 to June 2009. Results: Among these 860 cases, 83 babies were required separation out of rooming-in in the middle of the course. Among these 83 cases, 70 cases had to stop the course due to poor condition of babies and 13 cases due to maternal condition. 70 cases of infant's causes consist of 68 cases of NICU admission and 2 cases of poor feeding support. The other 13 cases of separation include refusal by maternal condition. Therefore the success rate of rooming-in for the last 3 years was 90.3%, that is 777 cases among the total 860 cases. The percentage of exclusive breast feeding was 64%, that of mixed feeding with breast and formula feeding was 25%, and formula feeding only was 11%. Conclusion: We experienced successful rooming-in care for the last 3 years. Nursery facilities should educate and encourage the advantages of rooming-in, including the good formation of attachment between mother and infant, emotional stability, protection from infection, and increased breast feeding rate so that rooming-in care can be fully established.

Formulation for seismic response of a ship-block system

  • Kuchaksarai, Masoud Moghaddasi;Bargi, Khosrow
    • Structural Engineering and Mechanics
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    • v.23 no.3
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    • pp.293-308
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    • 2006
  • This paper presents a complete and consistent formulation to study the seismic response of a free-standing ship supported by an arrangement of n keel blocks which are all located in a dry dock. It is considered that the foundation of the system is subjected to both horizontal and vertical in plane excitation. The motion of the system is classified in eight different modes which are Rest (relative), Sliding of keel blocks, Rocking of keel blocks, Sliding of the ship, Sliding of both keel blocks and the ship, Sliding and rocking of keel blocks, Rocking of keel blocks with sliding of the ship, and finally Sliding and rocking of keel blocks accompanied with sliding of the ship. For each mode of motion the governing equations are derived, and transition conditions between different modes are also defined. This formulation is based on a number of fundamental assumptions which are 2D idealization for motion of the system, considering keel blocks as the rigid ones and the ship as a massive rigid block too, allowing the similar motion for all keel blocks, and supposing frictional nature for transmitted forces between contacted parts. Also, the rocking of the ship is not likely to take place, and the complete ship separation from keel blocks or separation of keel blocks from the base is considered as one of the failure mode in the system. The formulation presented in this paper can be used in its entirety or in part, and they are suitable for investigation of generalized response using suitable analytical, or conducting a time-history sensitivity analysis.

Parallel Computing Strategies for High-Speed Impact into Ceramic/Metal Plates (세라믹/금속판재의 고속충돌 파괴 유한요소 병렬 해석기법)

  • Moon, Ji-Joong;Kim, Seung-Jo;Lee, Min-Hyung
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.22 no.6
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    • pp.527-532
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    • 2009
  • In this paper simulations for the impact into ceramics and/or metal materials have been discussed. To model discrete nature for fracture and damage of brittle materials, we implemented cohesive-law fracture model with a node separation algorithm for the tensile failure and Mohr-Coulomb model for the compressive loading. The drawback of this scheme is that it requires a heavy computational time. This is because new nodes are generated continuously whenever a new crack surface is created. In order to reduce the amount of calculation, parallelization with MPI library has been implemented. For the high-speed impact problems, the mesh configuration and contact calculation changes continuously as time step advances and it causes unbalance of computational load of each processor. Dynamic load balancing technique which re-allocates the loading dynamically is used to achieve good parallel performance. Some impact problems have been simulated and the parallel performance and accuracy of the solutions are discussed.

An Experimental Study on the Flexural Behavior of RC Beams Strengthened with NSM and EBR CFRP Strips (표면매입 및 외부부착 탄소섬유판으로 보강된 RC보의 휨 거동에 관한 실험 연구)

  • Lim, Dong-Hwan
    • Journal of the Korea Concrete Institute
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    • v.20 no.5
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    • pp.601-609
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    • 2008
  • The purpose of this study is to investigate the flexural strengthening effectiveness for the beams combined reinforced with NSM CFRP strips and EBR CFRP strips. To accomplish this objective, a total of nine concrete T beams were tested. From this study, it is found that the flexural stiffness and strength of the beams combined reinforced with NSM and EBR strips were significantly improved compared to the beams strengthened only with NSM CFRP strip. The maximum increase of flexural strength was 347% compared to the beam without CFRP strip. Failure of the beam combined reinforced with NSM and EBR strips (T shape) is initiated by debonding of EBR strips attached on the bottom face, and it was succeeded a part of separatio-n of NSM strips along the longitudinal direction and secondly failure of NSM strips was occurred, eventually sudden explosive failure with the separation of concrete cover in the shear region. This result shows that the NSM and EBR strips have good combination to resist applied load and the combined reinforcement with NSM and EBR strips can redistribute appropriately the total stress subjected concrete beam to the EBR and NSM strips.

Identification on Fatigue Failure of Impeller at Single Stage Feedwater Pumps During Commissioning Operation (단단 주 급수 펌프 임펠러에서 시운전 중 발생한 피로 절손에 관한 규명 연구)

  • Kim, Yeon-Whan;Kim, Kye-Yean;Bae, Chun-Hee;Lee, Young-Shin
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.18 no.9
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    • pp.937-942
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    • 2008
  • This paper presents a case history on failures of impeller and shaft due to pressure pulsation at single stage feed water pumps in 700 MW nuclear power plant during commissioning operation. The pumps had been service and had run for approximately $40{\sim}50$ hours. For the most part, the failures of impeller occurred with the presence of a number of fatigue cracks. All cracks were associated with the deleterious surface layer of impeller by visual and metallurgical examination. On-site testing and analytical approach was performed on the systems to diagnose the problem and develop a solution to reduce the effect of exciting sources. A major concern at high-energy centrifugal pump is the pressure pulsation created from trailing edge of the Impeller blade, flow separation and recirculation at centrifugal pumps of partial load. Pressure pulsation due to the interaction generating between impeller and casing coincided with natural frequencies of the impeller and shaft system during 1ow load operation. It was identified that dynamic stress exceeding the fatigue strength of the material at the thin shroud section due to the hydraulic instability at running condition below BEP.

A Study on failure mechanism and load-bearing capacity of single-shell tunnel lining (싱글쉘 터널 라이닝의 파괴 메카니즘 및 지보성능에 관한 연구)

  • Shin, Hyu-Soung;Kim, Dong-Gyou;Chang, Soo-Ho;Bae, Gyu-jin
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.8 no.3
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    • pp.273-287
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    • 2006
  • This study investigates the failure mechanism and load-carrying capacity of a single-shell lining which has no disturbance in transfer of shear force, with respect to a conventional double-shell lining which has separation between layers of shotcrete lining and secondary concrete lining by water-proof membrane. In order to evaluate the capacity, a 2-D numerical investigation is preliminarily carried out and then real-scale loading tests with tunnel lining section specimens are performed on the condition given by the numerical investigation. In the test, a concentrated load is applied for considering a released ground load or rock wedge load. Through this study, it appears that the single-shell lining takes the load-bearing capacity 20% higher than in case of the double-shell lining. In addition, a possibility of a composite single-shell shotcrete layer composed by multiple bonded layers partly involving different contents of high-capacity additives is shown thereby leading to use of less amount of the high-capacity additives on the condition of taking a similar load-bearing capacity.

Prediction of Fatigue Life in 2 Ply Rubber/Cord Laminate (2층 고무/코드 적층판의 피로 수명 예측)

  • 임동진;이윤기;윤희석;김민호
    • Composites Research
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    • v.16 no.3
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    • pp.9-17
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    • 2003
  • In order to simulate the crack connection between cords and the interply crack growth in the belt-layer of real tire, 2 ply rubber/cord laminate specimens with exposed edges were tested in 4~11mm displacement control. Measurement of the crack connection is evaluated when crack reaches the half of the length between 45$^{\circ}$ aligned cords, and the amount of the crack growth is measured by the steel probe method. 2 dimensional analytic modeling was performed to simulate the crack connection between cords at the exposed edges. Also, the theoretical life of the specimens was calculated from the crack connection life between cords(critical value) and from the critical value to the final failure by the use of Tearing energy(T); the strain energy release per unit area of one fracture surface of a crack. Then, theoretical life was compared with those of experiments. The life prediction up to the critical value has about 20% error compared to experimental life, and up to the final failure about 65% error. Therefore, total theoretical life has about 45% error compared to the experimental life, which is conceivable in the case of rubber.

Study on the Performance Evaluation of the Explosive Bolt that has been Natural Aging (자연 노화된 폭발볼트의 성능 평가에 관한 연구)

  • Kim, Dongjin;Jeong, Donghee;Lee, Yeungjo;Lee, Youngwoo
    • Journal of the Korean Society of Propulsion Engineers
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    • v.21 no.3
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    • pp.84-90
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    • 2017
  • Explosive bolt is coupled in a variety of guided weapons and space projectiles, to perform the separation function. Thus, the role of the explosive bolt in guided weapons systems is very important, as it can cause failure of the entire system in the case of mission failure. For this reason, the design life prediction for explosive bolt is highly and frequently required recently, but its accurate prediction method has not been presented. In order to apply the existing accelerated aging process, we should know the activation energy and the acceleration factor of the explosive bolt. Since the information required for accelerated aging is not presently secured, it is difficult to predict the design life of explosive. Thus, in the present study, we have evaluated the performance of actual explosive bolts in the condition of natural aging over 10 years in order to present a minimum design life.

Effect of Overlap Design on the Impact Characteristics of Piecewise Integrated Composite Plates (구간 조합 복합재료 판의 충격 특성에 미치는 겹침부 설계에 관한 연구)

  • Hui-Yun Hwang;Monem Moktadir;Asif Istiak
    • Composites Research
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    • v.36 no.1
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    • pp.25-31
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    • 2023
  • Composite structures have been designed by stacking the laminae with different stacking angles to meet the required mechanical performance. Although the induced stresses on the composite structures under the external loads usually differ depending on the location, we determined the stacking sequence based on the maximum stress, which leads to low efficiency and generally is not the optimum design. Recently, piecewise integrated composites (PICs) were suggested for solving this inefficiency. PICs assume the perfect bonding between adjacent pieces, but this is ideal and hard to accomplish. Therefore, the overlap at the boundary is essential to prevent separation from each other. In this study, we investigated the effect of the overlap design on the impact failure mode of PIC plates. We fabricated the sample composite plates with different overlap designs using the fast curing carbon prepreg and conducted the impact tests according to ASTM D 7136. We found that PICs had different failure modes according to the overlap design, which lead the changes of absorbed impact energies as well as impact load curves.

CLINICAL CATEGORIES OF ADOLESCENT BORDERLINE STATE (청소년 경계선 상태의 임상적 분류)

  • Hong, Kang-E;Jeon, Seong-Ill;Shin, Min-Sup
    • Journal of the Korean Academy of Child and Adolescent Psychiatry
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    • v.6 no.1
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    • pp.18-33
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    • 1995
  • The Purpose of this article is to identify the specific characteristics of borderline disorder in adolescence to conceptualize the borderline state as an adolescent process different from borderline personality disorder in adult, and to classify them according to it's unique clinical feature, porcess and outcome. The development of borderline disorder in adolescent, epidemiology, comorbid disorders and differential diagnosis, pre-existing sub-classification systems, and etiology in theories of psychodynamics, biological theories, experimental studies, and follow-up studies are reviewed. The authors conceptualize the adolescent borderline state include all clinical states generated by re-emergence of unresolved rapproachement conflicts in adolescent, and propose that there are four subgroups in adolescent borderline state. (1) Borderline state as an adolescent process. (2) Borderline state associated with psychotic disorders (3) Borderline state as an initial stnge of typical borderline personality disorder (4) Borderline state associated with organic problems. Conceptually, borderline state in adolescence is not a simple continuation of primary failure of separation-individuation but a struggle for mastering unresolved separation-individuation conflicts in adolesance i.e., the second separation-individuation state, and if it fails this time, the struggle might continue into adult life as borderline personality disorder.

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