• 제목/요약/키워드: drop weight test

검색결과 154건 처리시간 0.028초

링크식 격발기구 설계에 관한 연구 (A Study on Designing Link Type Percussion Lock)

  • 이준호;여운주;최의중
    • 한국군사과학기술학회지
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    • 제12권3호
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    • pp.259-265
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    • 2009
  • In the traditional percussion locks of small arms, a firing pin is struck by a hammer rotating on a single center of rotation, which makes the percussion mechanism simple and reliable. In order to strike the firing pin by the hammer, however, the firing pin should be located within the radius of rotation of the hammer. As the distance between the striking point of the firing pin and the center of rotation of the hammer becomes longer, the radius of rotation of the hammer should also be increased, which results in the increase of the volume and weight of the small arms because the hammer needs the more space for its operation inside of the small arms. In this paper, a link type percussion lock was newly proposed in order to overcome the limitation of designing small arms when using traditional percussion locks, as mentioned above. The link type percussion lock was modeled by using multi-body dynamics software and designed to satisfy the requirements such as striking force level of the hammer exerting on the firing pin enough to detonate the percussion cap of ammunitions and the safety on the accidental drop. It was applied to the newly developed dual-barrel weapon system, in which the weight and overall length are important design factors, and verified by durability test and drop test on the ground.

Investigating the deflection of GLARE and CARALL laminates under low-velocity impact test, experimentally and FEM simulation

  • Meisam Mohammadi;Mohammad Javad Ramezani
    • Steel and Composite Structures
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    • 제47권3호
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    • pp.395-403
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    • 2023
  • The main objective of this article is to investigate the response of different fiber metal laminates subjected to low velocity impact experimentally and numerically via finite element method (FEM). Hence, two different fiber metal laminate (FML) samples (GLARE/CARALL) are made of 7075-T6 aluminum sheets and polymeric composites reinforced by E-glass/carbon fibers. In order to study the responses to the low velocity impacts, samples are tested by drop weight machine. The projectiles are released from 1- and 1.5-meters height were the speed reaches to 4.42 and5.42 meter per second and the impact energies are measured as 6.7 and 10 Joules. In addition to experimental study, finite element simulation is done and results are compared. Finally, a detailed study on the maximum deflection, delamination and damages in laminates and geometry's effect of projectiles on the laminate response is done. Results show that maximum deflection caused by spherical projectile for GLARE samples is more apparent in comparison with the CARALL samples. Moreover, the maximum deflection of GLARE samples subjected to spherical projectile with 6.7 Joules impact energy, 127% increases in comparison with the CARALL samples in spite of different total thickness.

Impact Bending Test Simulations of FH32 High-strength Steel for Arctic Marine Structures

  • Choung, Joonmo;Han, Donghwa;Noh, Myung-Hyun;Lee, Jae-Yik;Shim, Sanghoon
    • Journal of Advanced Research in Ocean Engineering
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    • 제2권1호
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    • pp.28-39
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    • 2016
  • This paper provides theoretical and experimental results to verify the crashworthiness of FH32 high-strength steel for arctic marine structures against ice impact. Assuming that side-shell structures of the Korean arctic research vessel, ARAON, with ice-notation PL10, collide with sheet ice, one-third-scale test specimens with a single transverse frame are manufactured. Impact-bending tests were conducted using a rigid steel striker that mimics sheet ice. Drop height was calculated by considering the speed at which sheet ice is rammed. Prior to impact-bending tests, tensile coupon tests were conducted at various temperatures. The impact-bending tests were carried out using test specimens fully fixed to the inside bottom frame of a cold chamber. The drop-weight velocity and test specimen deformation speed were measured using a high-speed camera and digital image correlation analysis (DICA). Numerical simulations were carried out under the same conditions as the impact-bending tests. The simulation results were in agreement with the test results, and strain rate was a key factor for the accuracy of numerical simulations.

소방관 보조로봇 플랫폼의 내충격성능 향상을 위한 구조 보강 설계 (The Structural Reinforcement Design of Firefighter Assistance Robots for Improving the Impact Resistance)

  • 신동환;김윤구;안진웅
    • 대한임베디드공학회논문지
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    • 제6권5호
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    • pp.273-280
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    • 2011
  • In this paper, we describe the structural reinforcement approach of the throwing-type firefighter assistance robot which can be thrown into a fire site to monitor inside the place and search trapped people while ensuring a firefighter's safety. The reinforcement design is focused on high strength with low weight for the robot. The in-depth structural analysis of the platform is carried out to track down the weakest part, especially with the 1.8m height of drop test. The analysis is verified by comparing with the 1.8m height of the drop test of the throwing-type firefighter assistance robot. The optimal approach for improving the strength of the weakest part aims at topological equivalent and equivalently stress distributed shape.

Test study on the impact resistance of steel fiber reinforced full light-weight concrete beams

  • Yang, Yanmin;Wang, Yunke;Chen, Yu;Zhang, Binlin
    • Earthquakes and Structures
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    • 제17권6호
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    • pp.567-575
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    • 2019
  • In order to investigate the dynamic impact resistance of steel fiber reinforced full light-weight concretes, we implemented drop weight impact test on a total of 6 reinforced beams with 0, 1 and 2%, steel fiber volume fraction. The purpose of this test was to determine the failure modes of beams under different impact energies. Then, we compared and analyzed the time-history curves of impact force, midspan displacement and reinforcement strain. The obtained results indicated that the deformations of samples and their steel fibers were proportional to impact energy, impact force, and impact time. Within reasonable ranges of parameter values, the effects of impact size and impact time were similar for all volumetric contents of steel fibers, but they significantly affected the crack propagation mechanism and damage characteristics of samples. Increase of the volumetric contents of steel fibers not only effectively reduced the midspan displacement and reinforcement strain of concrete samples, but also inhibited crack initiation and propagation such that cracks were concentrated in the midspan areas of beams and the frequency of cracks at supports was reduced. As a result, the tensile strength and impact resistance of full light-weight concrete beams were significantly improved.

탄소섬유복합평판에 낙추충격을 가할 때 적층구성에 미치는 영향에 관한 연구 (A Study on the Influence of Stacking Sequences using CFRP Laminate Plates by Falling Weight Impact)

  • 임광희;박노식;양인영
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2000년도 추계학술발표대회 논문집
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    • pp.106-109
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    • 2000
  • Impact tester was build up to evaluate the characterization of CFRP laminate plates under the low velocity impact. The tests were conducted on several laminates of different ply orientation A system was budded for the impact strength of CFRP laminates in consideration of stress wave propagation theory using drop-weight impact tester as one of impact test. Results indicate that absorbed energy of quasi-isotropic specimen having four interfaces is higher than that of orthotropic laminates with two interfaces. Also the damage area was measured with ultrasonic C-scanner on some samples. In the specimens the relationship was linear between damaged area and absorbed energy to some degree. Absorbed energy in the specimen that ply number, interface number and fiber stacking sequences is same but having hybrid is higher than that of orthotropic laminates without hybrid.

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친환경 유기산 재료를 활용한 지반개량 공법의 현장 적용성 평가 (The Evaluation of the Field Applicability of the Soil Improving Method Using the Environment-friendly Organic Acid Material)

  • 이종휘;홍종욱;;천병식
    • 한국지반공학회논문집
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    • 제28권9호
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    • pp.85-95
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    • 2012
  • 유기산 재료를 이용한 지반 개량은 미생물을 배양하여 지반의 고결화로 인해 친환경적으로 지반의 강도를 증대시키는 방법으로 다양한 토질 성상에 대해 유기산 재료를 혼합 후 미생물 증식으로 강도 증대효과를 규명한 바가 있으나, 현재까지 현장 적용성을 평가한 바가 없다. 본 논문에서는 유기산재료를 이용하여 지반의 미생물 증식으로 인한 지반 고결화에 대해 연구를 실시하였으며, 이를 위해 재령 56일까지 동평판재하시험, 동적콘관입시험, 들밀도시험, SEM-EDS분석을 통해 지반강도의 변화에 대해 규명하였다. 시험 결과, 유기산 재료를 첨가한 지반의 강도와 강성은 증가하는 경향을 나타냈으며, SEM-EDS로부터 탄산칼슘의 증가를 규명할 수 있었다. 향후 유기산 재료를 활용한 친환경적인 지반개량 공법의 지속적인 연구와 관심이 필요하다고 사료된다.

개설시기에 따른 임도 노반의 지지력 변화분석 (Analysis of Bearing Capacity Change of Forest Roadbed by Opening Year)

  • 천형욱;김동현;이관희;김동근
    • 한국산림과학회지
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    • 제108권3호
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    • pp.322-328
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    • 2019
  • 본 연구는 임도 유지관리 및 보수를 위한 기초자료를 제공하기 위하여 경상북도 영양군 임도를 대상으로 동평판재하시험(light drop weight test), 들밀도 시험 및 입도분석을 이용하여 개설시기 및 횡단위치별(성토부 차륜부(T0), 노면 중앙부(C), 절토부 차륜부(T1))에 따른 임도노반 지지력 분석을 실시하였다. 들밀도 및 입도분석결과, 들밀도는 2011년 개설임도가 $2.0694g/cm^3$으로 가장 높은 값을 나타냈으며, 2017년 개설임도가 $1.7443g/cm^3$으로 가장 낮은 값을 나타내었다. 입도분석은 2017년 개설임도에서 큰 골재의 비율이 가장 높게 나타났으며, 시기가 늦어질수록 큰 골재의 비율이 줄어드는 경향을 나타냈다. 동평판재하시험결과, 2011년 개설임도 $E_{vd}$가 평균 $35.9MN/m^2$, 2014년은 평균 $31.1MN/m^2$, 2016년은 평균 $26.7MN/m^2$, 2017년은 평균 $23.7MN/m^2$로 2011년 개설임도가 가장 높은 $E_{vd}$를 나타냈다. 또한 성토 차륜부는 평균 $21.2MN/m^2$, 절토 차륜부는 평균 $36.71MN/m^2$ 그리고 중앙부는 평균 $29.8MN/m^2$로 절토 차륜부가 가장 높은 $E_{vd}$를 나타냈다.

점안용 우황약침액의 안전성 및 유효성 평가 (The Experimental Study of Safety and Efficacy in Using Bovis Calculus Pharmacopuncture Solution as Eye Drop)

  • 서형식
    • 대한약침학회지
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    • 제12권3호
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    • pp.61-72
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    • 2009
  • Objectives : This experimental study was performed to investigate the safety and efficacy of Bovis Calculus pharmacopuncture solution manufactured with freezing dryness method to use eye drop. To identify the use of it as eye drop, the eye irritation test of rabbits and the antibacterial test of Staphylococcus aureus, Staphylococcus epidermidis, Pseudomonas aeruginosa, Aspergillus niger, Fusarium oxysporum, and Candida albicans were performed. Methods : 1. The eye irritation test of this material was performed according to the Regulation of Korea Food & Drug Administration(2005. 10. 21, KFDA 2005-60). After Bovis Calculus pharmacopuncture solution was administered in the left eye of the rabbits, eye irritation of the cornea, iris and conjunctiva was observed at 1, 2, 3, 4 & 7day. 2. After administering Bovis Calculus pharmacopuncture solution on bacterial species(Staphylococcus aureus, Staphylococcus epidermidis, Pseudomonas aeruginosa, Aspergillus niger, Fusarium oxysporum, Candida albicans) which cause Keratitis, MIC(Minimum Inhibition Concentration) and the size of inhibition zone were measured. Anti-bacterial potency was also measured using the size of inhibition zone. Results : 1. After Bovis Calculus pharmacopuncture solution was administered in the left eye of the rabbits, it was found that none of nine rabbits have abnormal signs and weight changes. 2. After Bovis Calculus pharmacopuncture solution was medicated in the left eye of the rabbits, no eye irritation of the cornea, iris and conjunctiva was observed at 1, 2, 3, 4 & 7day. 3. There was no response to MIC on bacterial species(Staphylococcus aureus, Staphylococcus epidermidis, Pseudomonas aeruginosa, Aspergillus niger, Fusarium oxysporum, Candida albicans) after Bovis Calculus pharmacopuncture solution was medicated. Conclusions : The present study suggests that Bovis Calculus pharmacopuncture solution is a nontoxic and non-irritant medicine, which does not cause eye irritation in rabbits, but dosen't have antibacterial effects on bacterial species(Staphylococcus aureus, Staphylococcus epidermidis, Pseudomonas aeruginosa, Aspergillus niger, Fusarium oxysporum, Candida albicans) which cause Keratitis. These study result recommends that more research on other herbal medicines of eye drop for Keratitis are required.

드롭 착지와 착지 후 점프 시 충격흡수 기전의 차이 분석 (Analysis of the Differences of the Shock Absorption Strategy between Drop-Landing and Countermovement-Jump)

  • 조준행;김경훈;고영철
    • 한국운동역학회지
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    • 제22권4호
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    • pp.379-386
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    • 2012
  • The aim of this study was to investigate and identify the differences in lower extremity energy dissipation strategies between drop-landing and countermovement-jump maneuvers. Fourteen recreational athletes(Age : $23.3{\pm}2.1years$, Height : $172.3{\pm}4.0cm$, Weight : $69.2{\pm}4.7kg$) were recruited and instructed to perform drop-landing from 45 cm height and countermovement-jump from 45 cm to 20 cm height. The landing phase was taken as the time between initial contact and peak knee flexion. A motion-capture system consisting of eight infra-red cameras was employed to collect kinematics data at a sampling rate of 200 Hz and a force-plate was used to collect GRF data at a sampling rate of 2000 Hz. Paired t-test was performed to determine the difference in kinematics and kinetics variables between each task. During the countermovement-jump task, all of lower extremity joint ROM and the hip joint eccentric moment were decreased and the ankle joint plantarflexion moment was increased than drop-landing task. In the eccentric work during countermovement-jump task, the ankle joint displayed greater while knee and hip joint showed lesser than drop-landing. Therefore, the knee joint acted as the key energy dissipater during drop-landing while the ankle joint contributed the most energy dissipation during countermovement-jump. Our findings collectively indicated that different energy dissipation strategies were adopted for drop-landing and countermovement-jump.