• Title/Summary/Keyword: Reduced scale test

Search Result 486, Processing Time 0.029 seconds

에너지 물질 RDX의 둔감화 (Energetic Material Reduced Sensitivity RDX)

  • 이우진;김영한;이기봉;구기갑;임호영
    • 한국추진공학회:학술대회논문집
    • /
    • 한국추진공학회 2017년도 제48회 춘계학술대회논문집
    • /
    • pp.482-488
    • /
    • 2017
  • 근래 무기 체계는 IM에 대한 능력을 중요시하고 있다. 화약은 무기체계에 반드시 필요한 에너지 물질이면서 가장 위험한 물질로 IM을 위해 반드시 개선해야 할 주요 부품이라 할 수 있다. RDX는 1930년대부터 사용되어 현재는 가장 널리 사용되는 에너지 물질 중 하나이며 저렴한 가격과 높은 에너지 특성으로 인하여 탄두 화약의 대부분을 그리고 근래에는 화포용 추진제 및 로켓용 추진제에도 많이 사용되고 있는 물질 중 하나이다. 그러나, RDX는 근래에 개발된 NTO나 DADNE등의 둔감 화약에 비해 감도가 민감하다는 단점을 가지고 있어 이를 극복하기 위한 둔감 RDX의 연구 개발이 국내외에서 지속 수행되어 왔다. 본 연구에서는 RDX를 둔감화한 RS-RDX의 연구를 Pilot Scale과 양산 Plant에 적용하여 개발하였으며 그 결과를 Shock 감도를 통해 확인 할 수 있었다.

  • PDF

선행하중이 보강토 구조물의 잔류변형에 미치는 영향에 관한 축소모형실험 (Reduced-Scale Model Tests on the Effect of Preloading on Residual Deformation of Reinforced Earth Structures)

  • 유충식;김선빈
    • 한국지반공학회논문집
    • /
    • 제24권6호
    • /
    • pp.101-116
    • /
    • 2008
  • 보강토 옹벽의 영구구조물로서의 적용성이 증가함에 따라 지속 혹은 반복하중 등 다양한 하중조건하에서 장기적인 잔류변형이 설계/시공시 주요 관점이 되고 있다. 본 연구에서는 교량구조물의 피어 및 Back-to-Back(BTB) 형태의 보강토 옹벽을 대상으로 사용하중 작용 이전에 작용시키는 선행하중이 보강토 구조물의 잔류변위를 제어에 미치는 영향을 고찰하였다. 이를 위해 모형 피어와 BTB 옹벽을 축조하여 단순재하, 지속하중, 반복하중 등 다양한 하중조건 및 시공조건에 대한 모형실험을 수행하였다. 그 결과 선행재하 공법은 다양한 하중 및 시공조건에서 잔류변위 제어에 탁월한 것으로 나타났다.

개인회상요법이 노인의 우울, 사기 및 삶의 질에 미치는 영향 (Effects of Individual Reminiscence Therapy on Older Adults' Depression, Morale and Quality of Life)

  • 김귀분;윤지현;석소현
    • 대한간호학회지
    • /
    • 제36권5호
    • /
    • pp.813-820
    • /
    • 2006
  • Purpose: This study examined the effects of individual reminiscence therapy on older adults' depression, morale, and the quality of life. Methods: The design was a single-group pre-test and post-test study. Subjects consisted of 31 older adults from two senior centers and a welfare center in Seoul. Individual reminiscence therapy was applied to study subjects four times, once a week for an hour at each time. Measurement tools were the Geriatric Depression Scale Short Form Korea (GDSSF-K) for depression, Mun Ae-ri's (1996) scale for morale, and Medical Outcomes Study Short Form 36 (SF-36) for the quality of life. Data was analyzed using descriptive statistics, paired t-test, and pearson correlation. Results: The application of individual reminiscence therapy reduced older adults' depression (t=-5.65, p=.000), and enhanced older adults' morale (t=4.65, p=.000). The application of individual reminiscence therapy improved older adults' quality of life (t=5.00, p=.000). Conclusion: Findings of the study suggest that individual reminiscence therapy may be applied as a nursing intervention that contributesto the improvement of older adults' quality of life, reduces their depression, and enhances their morale.

Deformation process and prediction of filling gangue: A case study in China

  • Wang, Changxiang;Lu, Yao;Li, Yangyang;Zhang, Buchu;Liang, Yanbo
    • Geomechanics and Engineering
    • /
    • 제18권4호
    • /
    • pp.417-426
    • /
    • 2019
  • Gangue filling in the goaf is an effective measure to control the surface subsidence. However, due to the obvious deformation of gangue compression, the filling effect deserves to be further studied. To this end, the deformation of coal gangue filling in the goaf is analyzed by theoretical analysis, large-scale crushed rock compression test, and field investigation. Through the compression test of crushed rock, the deformation behaviour characteristics and energy dissipation characteristics is obtained and analysed. The influencing factors of gangue filling and predicted amount of main deformation are summarized. Besides, the predicted equation and filling subsidence coefficients of gangue are obtained. The gangue filling effect was monitored by the movement observation of surface rock. Gangue filling can support the roof of the goaf, effectively control the surface subsidence with little influence on the ground villages. The premeter and equations of the main deformation in the gangue filling are verified, and the subsidence coefficient is further reduced by adding cemented material or fine sand. This paper provides a practical and theoretical reference for further development of gangue filling.

만성 정신분열병 환자에서 항정신병약물 감량에 관한 연구 (A Study for Dose-Reduction of Antipsychotics in Chronic Schizophrenics)

  • 황태연;이민수;김형섭
    • 생물정신의학
    • /
    • 제5권2호
    • /
    • pp.263-277
    • /
    • 1998
  • Conventional high-dose antipsychotics tend to result in more side effects, negative symptoms and dysphoria, and at the same time lower the cognitive function which is already impaired in most schizophrenics. Florid psychotic symptoms, negative symptoms and cognitive impairment greatly impede psychosocial performance and eventual reintegration into society. The reduction of symptom and the improvement of cognitive funtions and social skills are therefore central to the psychiatric rehabilitation process. The purpose of this study was to evaluate the dose-reduction effects of antipsychotics on chronic schizophrenics prescribed conventional high-dose antipsychotics more than 1,500mg equivalent of chlorpromazine. Fifty-one chronic schizophrenics who maintained high-dose antipsychotics for more than three months were randomly assigned to two groups : 20 patients comprised the dose-maintaining group and 31 patients made the dose-reduction group. Over a sixteen weekperiod Positive and Negative Syndrome Scale(PANSS), Extrapyramidal Symptom(EPS), Nurses' Observation Scale for Inpatient Evaluation(NOSIE-30), Continuous Performance Test(CPT), Quality of Life(QOL), and haloperidol/reduced haloperidol blood levels were determined at the base line and after 2, 4, 6, 8, 12, 16 weeks to evaluate the dose reduction effects of high-dose antipsychotics. The results were as follows : 1) Dose-reduction is highly effective in reducing positive and negative symptoms, and general psychopathology. Effects were most prominent at 8, 12, 16 weeks. Among the dose reduction group, positive symptoms in positive symptom group and negative symptoms in negative symptom group were more reduced. 2 Extrapyramidal symptoms showed no significant difference between two groups. But the EPS was reduced time after time within two groups. 3) Hit rates of Continuous Performance Test, which indicate attentional capacity, increased significantly after dose reduction. 4) Haloperidol and reduced haloperidol blood levels decreased until the 4th week, after which they were constant. 5) Total scores of Nurses' Observation Scale for Inpatient Evaluation were unchanged between the two groups. But among the indices, social interest and personal neatness were improved in the dose-reduction group and retardation was aggrevated in the dose-maintaining group. 6) Total quality of life scores were unchanged between two groups. But in the dose maintaining group, satisfaction scores of attention, autonomy, and interpersonal relationship decreased progressively. These findings suggest that the dose reduction of antipsychotics for chronic schizophrenics on programs of high-dose antipsychotics were effective. Dose reduction should therefore be implemanted to spread the rehabilitation and improve quality of life for chronic schizophrenics.

  • PDF

Flexural Test for a Monolithic Holed Web Prestressed Concrete (HWPC) Girder

  • Han, Man-Yop;Jin, Kyung-Suk;Choi, Sok-Hwan
    • International Journal of Concrete Structures and Materials
    • /
    • 제4권2호
    • /
    • pp.77-87
    • /
    • 2010
  • Prestressed concrete (PSC) I-type girders have been used for span length around up to 40 m in domestic region. PSC girders are very cost effective girder type and extending their lengths more than 50 m will bring large benefit in cost. A new design method was proposed by combining two notable design concept in order to extend the applicable span length in this study. First of all, several numbers of openings was introduced in the girder web, and half of the anchorage devices were moved into the openings. In this way, large compressive stress developed at end zone was reduced, and the portion of design load coming from self-weight was reduced as well. Secondly, prestressing force was introduced in the girder not once at the initial stage, but through multiple loading stages. A full scale girder with the length of 50 m with the girder depth of 2 m was fabricated, and a flexural test was conducted in order to verify the performance of newly developed girder. Test results showed that the new holed web design concept can provide a way to design girders longer than 50 meters with the girder height of 2 m.

Mechanism on suppression in vortex-induced vibration of bridge deck with long projecting slab with countermeasures

  • Zhou, Zhiyong;Yang, Ting;Ding, Quanshun;Ge, Yaojun
    • Wind and Structures
    • /
    • 제20권5호
    • /
    • pp.643-660
    • /
    • 2015
  • The wind tunnel test of large-scale sectional model and computational fluid dynamics (CFD) are employed for the purpose of studying the aerodynamic appendices and mechanism on suppression for the vortex-induced vibration (VIV). This paper takes the HongKong-Zhuhai-Macao Bridge as an example to conduct the wind tunnel test of large-scale sectional model. The results of wind tunnel test show that it is the crash barrier that induces the vertical VIV. CFD numerical simulation results show that the distance between the curb and crash barrier is not long enough to accelerate the flow velocity between them, resulting in an approximate stagnation region forming behind those two, where the continuous vortex-shedding occurs, giving rise to the vertical VIV in the end. According to the above, 3 types of wind fairing (trapezoidal, airfoil and smaller airfoil) are proposed to accelerate the flow velocity between the crash barrier and curb in order to avoid the continuous vortex-shedding. Both of the CFD numerical simulation and the velocity field measurement show that the flow velocity of all the measuring points in case of the section with airfoil wind fairing, can be increased greatly compared to the results of original section, and the energy is reduced considerably at the natural frequency, indicating that the wind fairing do accelerate the flow velocity behind the crash barrier. Wind tunnel tests in case of the sections with three different countermeasures mentioned above are conducted and the results compared with the original section show that all the three different countermeasures can be used to control VIV to varying degrees.

Effect of cryoanesthesia and sweet tasting solution in reducing injection pain in pediatric patients aged 7-10 years: a randomized controlled trial

  • Shital Kiran Davangere Padmanabh;Vishakha Bhausaheb Gangurde;Vikram Jhamb;Nasrin Gori
    • Journal of Dental Anesthesia and Pain Medicine
    • /
    • 제24권1호
    • /
    • pp.37-45
    • /
    • 2024
  • Background: The delivery of profound local anesthetics helps children receive successful treatment by reducing fear, anxiety, and discomfort during dental procedures. Local anesthetic injections are the most anticipated stimuli in dental surgery. Children's perceptions of pain can be altered by applying cryotherapy to precool the oral mucosa or by diverting their minds through taste distractions before administering local anesthetic injections. This study aimed to evaluate the efficacy of cryoanesthesia and xylitol sweet-tasting solution at the injection site in 7-10-year-old children. Methods: A total of 42 participants, aged 7-10 years, who underwent dental treatment requiring local anesthesia, were enrolled in the study. The children were randomly divided into three groups. In group I, sterile water was held in the mouth for 2 minutes before anesthetic administration, similar to group II, and in group III, a xylitol sweet-tasting solution was used for 2 minutes before needle insertion. The analysis of pain perception was carried out based on the Visual Analog Scale (VAS) and the Sound, Eyes, and Motor (SEM) scale. For VAS analysis, a one-way analysis of variance (ANOVA) was performed for intergroup comparison, and a post hoc Tukey test was performed for subgroup analysis. For the categorical SEM scale, the Kruskal-Wallis test followed by the post hoc test was performed for intergroup comparison. Where a P value of <0.05 was considered statistically significant at 95% confidence intervals. Results: Cryoanesthesia significantly reduced pain scores on VAS (4.21 ± 1.42) when compared to those on VAS with xylitol sweet-tasting solution (5.50 ± 1.40) and that with sterile water (6.14 ± 2.47). Intergroup comparison of the VAS scores among the three groups was performed using one-way ANOVA, which demonstrated statistically significant differences (P value <0.026) on the VAS scale. Intergroup comparison of the SEM scale was performed using the Kruskal-Wallis test, followed by post hoc comparison, which exhibited statistically significant differences (P < 0.007) among the three groups for the SEM scale. Conclusion: Cryoanesthesia demonstrated higher efficacy in reducing injection pain than that exhibited by the xylitol sweet-tasting solution.

RBS 철골모멘트접합부의 내진거동평가를 위한 반복재하 실물대 실험 (Cyclic Seismic Testing of Full-Scale RBS (Reduced Beam Section) Steel Moment Connections)

  • 이철호;전상우;김진호
    • 한국지진공학회:학술대회논문집
    • /
    • 한국지진공학회 2002년도 춘계 학술발표회 논문집
    • /
    • pp.306-316
    • /
    • 2002
  • This paper summarizes the results of full-scale cyclic seismic testing on four RBS (reduced beam section) steel moment connections. Key test variables were web bolting vs. welding and strong vs. medium PZ (panel zone) strength. The specimen with medium PZ strength was specially designed to mobilize energy dissipation from both the PZ and RBS region in a balanced way; the aim was to reduce the requirement of expensive doubler plates. Both strong and medium PZ specimens with web-welding were able to provide sufficient connection rotation capacity required of special moment frames, whereas specimens with web-bolting showed inferior performance due to the premature brittle fracture of the beam flange across the weld access hole. In contrast to the case of web-welded specimens, the web-bolted specimens could not transfer the actual plastic moment of the original (or unreduced) beam section to the column. If a quality welding for the beam-to-column joint is made as in this study, the fracture-prone area tends to move into the beam flange base metal within the weld access hole. Analytical study was also conducted to understand the observed base metal fracture from the engineering mechanics point of view.

  • PDF

숏크라트 라이닝 층간 부착성이 라이닝의 하중지지력에 미치는 영향 (Effect of Shotcrete Lining Adherence on Load Carrying Capacity of Lining)

  • 유충식;김선빈;배규진;신휴성
    • 한국터널지하공간학회 논문집
    • /
    • 제8권1호
    • /
    • pp.41-51
    • /
    • 2006
  • 본 논문에서는 숏크리트 라이닝 충간 부착성이 숏크리트 라이닝의 하중지지력에 미치는 영향에 대한 내용을 다루었다. 이를 위해 축소 모형시험과 유한요소해석을 병행하여 더블쉘 터널 시공시 숏크리트 충간 부착성과 숏크리트 라이닝의 하중지지 특성과의 관계를 알아보았다. 연구결과 NATM의 더블쉘 구소와 같이 라이닝 층간 부착이 확보되지 않는 경우에는 이완하중 작용시 응력이 집중되는 경향을 보이는 것으로 나타났으며, 토피고 증가에 따라 그 차이가 증가하는 것으로 나타났다. 본 연구결과를 종합하여 설계와 시공시 고려하여야 할 주안점을 제시하였다.

  • PDF