• 제목/요약/키워드: Static Test

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2,000lb급 장착물의 분리분석을 위한 지상투하시험 (Static Ejection Test for Separation Analysis of 2,000lb-Class Store)

  • 신병준;조영희;김민수
    • 한국군사과학기술학회지
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    • 제26권4호
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    • pp.344-351
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    • 2023
  • Static ejection tests were conducted using the 2,000lb-Class Store to provide ejector model for the store separation simulation. In this study, static ejection test device for 2,000lb-class store was constructed and reaction force applied to store was measured over time. In addition, the trajectories of the ejected store were obtained using photogrammetry and compared with the simulations using developed ejector model. The results of the static ejection test were analyzed to determine the cartridge-orifice combination to be used for store separation. Flight tests were performed by applying the analysis results and verified that the store was safely separated from the aircraft.

낙동강 모래의 비배수 정적 및 반복 전단거동 상호관계 분석 (Analysis of Interrelationship between Undrained Static and Cyclic Shear Behavior for Nak-Dong River Sand)

  • 김대만;김병탁
    • 한국지반공학회논문집
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    • 제22권10호
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    • pp.151-163
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    • 2006
  • 본 논문에서는 모래의 비배수 정적전단거동과 반복전단거동의 상호관계를 분석하기 위하여 낙동강 모래를 사용하여 비배수 정적 및 반복삼축시험을 실시하였다. 정적삼축시험은 반복전단거동과의 상호비교를 위하여 인장시험을 포함하여 실시하였다. 그리고 반복삼축시험은 초기정적전단응력$(q_{st})$과 반복응력$(q_{cy})$조건을 조합하여 여러 응력조건 하에서 실시하였다. 시험결과 반복전단거동의 응력경로는 정적전단거동의 한계응력비(CSR)선을 지나면서 유동변형이 발생하여 정적전단거동과 일치하였으며, 그 후 정적전단거동의 파괴선(FL)을 따라 파괴가 발생하였다. 이러한 반복 전단거동의 응력경로는 시험방법이 다름에 따른 약간의 차이는 있으나 정적전단거동의 응력경로와 본질적으로 동일함을 알 수 있었다.

기성말뚝의 지지력 거동해석과 시공관리방안 (Bearing Capacity and Control Method of Driven Piles)

  • 박영호;김경석
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 1999년도 봄 학술발표회 논문집
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    • pp.249-258
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    • 1999
  • Dynamic load and static load tests are performed on steel pipe piles and concrete piles at five construction sites in highway to compare the difference of load bearing mechanisms. At each site, one steel pile is instrumented with electric strain gages and dynamic tests are performed on the pile during installation. Damages of strain gages due to the installation are checked and static test is performed upon the same pile after two or seven days as well. It shows that load transfer from side friction to base resistance behaves somewhat differently according to the results of load-settlement analysis obtained from PDA and static load test. Initial elastic stage of load settlement curves of two load tests is almost similar. But after the yielding point, dynamic resistance of pile behaves more stiffer than static resistance, thus, dynamic load test result might overestimate the real pile capacity compared with static result. Analysis of gage readings shows that unit skin friction increases exponentially with depth. The skin friction is mobilized at the 1∼2m above the pile tip and contributes to the considerable side resistance. Comparison of side and base resistances between the measured value and the calculated value by Meyerhof's bearing capacity equation using SPT N value shows that the calculated base resistance is higher than the measured. Therefore, contribution of side resistance to total capacity shouldn't be ignored or underestimated. Finally, based upon the overall test results, a construction control procedure is suggested.

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동적하중과 정적하중을 이용한 막구조의 거스트 계수 산출 방법 (The method using dynamic load and static load figures out gust factor of the membrane structure)

  • 왕본강;정재용;유기표;김영문
    • 한국공간구조학회:학술대회논문집
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    • 한국공간구조학회 2008년도 춘계 학술발표회 논문집
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    • pp.19-24
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    • 2008
  • 본 논문은 풍동실험과 정적하중 실험을 실시하여 강풍 설계시 대공간 구조물의 막구조 동적응답을 확인하여 거스트 계수(gust factor)를 산출해 보고자한다. 이를 위해 섬유재료의 변형률에 따라 하중을 구할 수 있는 막재료 성능실험과 4가지(saddle형, wave형, arch형, point형) 막구조 모형에 따른 횡방향 동적하중과 동적변형응답을 측정할 수 있는 풍동실험, 동적변형응답에 따라 정적하중을 구할 수 있는 정적하중실험을 실시함으로써 거스트 계수(gust factor)를 산출하였다.

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대구경 소켓경사반력말뚝의 인발거동에 관한 연구

  • 최용규;김상옥;정창규;정성기;김상일
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 가을 학술발표회 논문집
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    • pp.277-284
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    • 2000
  • Using the large diameter (D = 2,500mm, L = 40m) batter steel pipe piles, designed as compression piles but used as reaction piles during the static compression load test of socketed test piles (D = 1,000mm, L = 40m), static pile load tests for large diameter instrumented rock-socketed piles were performed. The reaction steel pipe piles were driven 20m into the marine deposit and weathered rock layer and then l0m socketed with reinforced concrete through the weathered rock layer and into hard rock layer. Steel pipe and concrete in the steel pile part, and concrete and rebars in the socketed parts were instrumented to measure strains in each part. The pullout amounts of reaction pile heads were also measured with LVDT. During the static pile load test, total compressional load of about 20MN was loaded on the head of test piles, but load above 20MN was not loaded due to lack of loading capacity of loading system. Over the course of the study, maximum pullout amount up to 7mm was measured in the heads of reaction piles when loaded op to 10MN and 1mm of pullout amount was measured. More than 85% of pullout load was transfered in the residual weathered rock layer and about 10% in the soft rock layer, which was somewhat different transfer mechanism in the static compressional load tests.

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공작기계 주축 테이퍼 결합부 정강성에 관한 연구 (A Study on the Static Stiffness in the Main Spindle Taper of Machin Tool)

  • 김배석;김종관
    • 한국공작기계학회:학술대회논문집
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    • 한국공작기계학회 2001년도 춘계학술대회 논문집(한국공작기계학회)
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    • pp.149-154
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    • 2001
  • This paper presents the experimental study of the static stiffness for the BT Shank(7/24 Long Taper) and the HSK Tool Shank(1/10 Short taper). The static stiffness test was performed under different experimental conditions. The results obtained are as follows ; As known in the analysis results of the Load-Deflection diagram of the 7/24 Test tool shank, it is turned out that the diagram is a linear characteristics without regard to axial drawing force and according as the axial drawing force get to the 6kN, the static stiffness of the shank increase linearly. Thus the effective axial drawing force which maintains the static stiffness of the Main spindle taper of Machine Tool is larger than 6kN. It is found that the Load-Deflection diagram with 6kN of drawing force in the 1/10 Test tool shank is characterized by non-linear. But according as the axial drawing force is increasing by the 8kN, the diagram is characterized by linear. And increasing amount of deflection is about 60%. Therefore commendable axial drawing force is larger than 8kN. As a result, considering that the actual drawing force of the Machining Center is about 1300kgf and axial drawing force 12kN is equivalent amount as a 1220kgf, it is turned out that 1/10 Test tool shank superior to 7/24 Test tool shank in the static stiffness.

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탄력밴드를 이용한 슬관절 굴곡근에 대한 저항운동이 정적.동적 고유수용성감각에 미치는 영향 (The Effect of Static and Dynamic Proprioception on Resistance Exercise with Elastic Band)

  • 윤영대;서병도;이상빈
    • 대한물리치료과학회지
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    • 제15권2호
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    • pp.33-40
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    • 2008
  • Background: The purpose of this study is to examine the effect of resistance exercise on static and dynamic proprioception by applying elastic bands to the knee flexor, which can be performed earlier than proprioception, a weight bearing pattern. Proprioceptive training may be applied to the early period of recuperation training along with resistance exercise to prevent damage to the knees and the joints in the lower body, as well as the reoccurrence of injury, which is expected to improve the effect of static and dynamic proprioceptive training. Methods: The subjects of this study were 32 men and women in their 20s who volunteered to participate in the experiment which was carried out over the course of 6 weeks from March 14 to April 24 at K Hospital located in Yongin City. They were tested in two groups: the elastic band resistance exercise group (RE: Resistance Excercise Group, n=17) and the joint motion range exercise group(ROM: Range of Motion Group, n=15). In this experiment, static and dynamic proprioceptive tests were given to both groups before and after the test. In this study, SPSS Win ver.12.0 was utilized to perform a T-test on the independent samples in order to validate the identical features of subjects in the RE and ROM Group and substantiate the significance as to the difference between both groups before and after the test. Also, a paired T-test was conducted to compare the static and dynamic proprioception of both groups before and after the test. The statistical significance levels were ${\alpha}$=.05. Results: 1.The static proprioception in both groups, RE and ROM, increased in a statistically significant way after the test(p<.05). 2.The static propriocetion of the RE group increased in a statistically significant way after the test(p<.05). However, the increase of the static proprioception in the ROM group was not statistically significant. 3.Static and dynamic proprioception of the RE group increased significantly more than that of the ROM group after the test(p<.05). Conclusion: The resistance exercise using elastic bands improved the static and dynamic proprioception more than the joint motion range exercise did, reducing the risk of injury by enhancing the location sense of the joints and the sense of motion and shortening the period of recovery from injury. The outcome of the experiment may provide basic data for developing an effective way to reduce the risk of injury among ordinary people and athletes.

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산정방법에 따른 단말뚝의 지지력 비교연구 (A Comparative Study on Bearing Capacity of Single Pile Based on Calculation Method)

  • 이영대;심재현
    • 한국농공학회지
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    • 제39권2호
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    • pp.124-133
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    • 1997
  • Pile load test is good for estimating pile bearing capacity, but using this method is limited by time and cost required. Dynamic and static method is more convenient and economical, but confidence of estimated value by dynamic and static method are lower than that of pile load test. After being compared pile bearing capacity data obtained from pile load test with those of other two methods, the results from this study were summarised as follows. For allowable bearing capacity values greater than 175t per pile, bearing capacity acquired from static method was higher than that acquired from pile load test, whereas bearing capacity acquired from pile load test was higher than that acquired from static method for values under 175 per pile. It was that variance of bearing capacity was large when bearing capacity obtained by dynamic method was higher than 250t. Also bearing capacity based on dynamic method was higher than that based on pile load test. Allowable bearing capacity get from dynamic method suggested that carefull precautions are necessary in application for allowable bearing capacity values higher than 2S0ton per pile.

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탄소섬유/에폭시 면재, 알루미늄 허니컴 코어 샌드위치 복합재 구조의 압입 손상에 의한 잔류강도 연구 (A Study on Residual Strength of Carbon/Epoxy Face Sheet and Honeycomb Core Sandwich Composite Structure after Quasi Static Indentation Damage)

  • 공창덕;박현범;이승현
    • Composites Research
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    • 제22권2호
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    • pp.24-29
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    • 2009
  • 본 연구에서는 알루미늄 허니컴 코어와 카본 면재가 적용된 샌드위치 복합재 구조에 대해 준정적 압입 손상 이후의 잔류 강도 평가에 대한 연구를 수행하였다. 3점 굽힘 시험과 압축 시험을 통해 시편의 강도를 확인하고 시편에 손상을 모사하기 위하여 준정적 압입 손상을 가하였다. 손상된 시편을 손상 전 시편과 동일한 시험을 통해 손상 전의 강도와 비교하였다. 압입 손상 이후 압축 강도와 굽힘 강도는 압입 깊이의 증가에 따라 강도가 감소하였고 손상 단계에 따른 잔류 강도 정도를 확인하였다.

냉성어혈약침이 외상성 뇌손상 흰쥐의 신경학적 회복과 BAX, BCL-2의 발현에 미치는 영향 (Effects of Cool Pharmacopuncture for Static Blood into Hyolhae(Sp10 ) on Neurological Recoverment and BAX, BCL-2 Expression in the Experimental Traumatic Brain Injury Rats)

  • 조주현;최진봉
    • 한방재활의학과학회지
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    • 제20권1호
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    • pp.1-12
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    • 2010
  • Objectives : Cool Pharmacopuncture for static blood is a famous pharmacopuncture treatment that treated disease caused by static blood. Hyolhae(Sp10) is also a famous point of acupuncture that treated that. This study was designed to evaluate the effects of Cool Pharmacopuncture for static blood into Hyolhae(Sp10) on BAX and BCL-2 expression in the experimental traumatic brain injury(TBI) rats. Methods : Male rats were divided into 3 groups. I was no treatment after TBI. II was treatment with needle-prick acupuncture after TBI. III was treatment with Cool Pharmacopuncture for static blood into Hyolhae(Sp10) after TBI. The author carried out neurological motor behavioral test, histological assessment test. Neurological motor behavior tests consist of rotarod test, beam-walking test and postural reflex test. In the histological assessment test, BAX and BCL-2 expression, hematoxylin & eosin staining were experimented. Results : In neurological motor behavior tests, motor and cognitive function recovery was significantly increased in the II, III as compared with I (p<0.05). Especially III was significantly increased as compared with II (p<0.05). BAX expression was significantly decresed in order of the III, II, I after 7 and 14 days later. BCL-2 expression was investigated in the III, II as compared with I. Especially Most incresed expression was experimented in the III. Conclusions : According to the above results, Cool Pharmacopuncture for static blood can inhibit apoptosis of cells after TBI in rats by contol of BAX and BCL expression.