• Title/Summary/Keyword: IMPACT

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Simplified method on measurement and evaluation of floor impact sound using impact ball (임팩트 볼에 의한 바닥충격음 측정 및 평가 간편법)

  • Kim, Yong-Hee;Lee, Sin-Young;Jeon, Jin-Yong
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2006.11a
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    • pp.631-635
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    • 2006
  • In this study, simplified methods on measurement and evaluation of heavy-wight impact sound was proposed due to provide easy quality control method to construction engineers. The simplified methods include using of rubber impact ball instead of bang machine, reduced number of measuring and impact positions which is prescribed as over 4 points, using of hand-held sound level meter as a frequency analyser and prediction equation for $L_{i.Fmax.AW}$, single number rating, using $L_{Amax}$, and $L_{Lmax}$ at each frequency band. The results showed that a method of boundary driving and boundary measuring is the most similar to the current rating method.

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Development for Determining Impact Factor with Respect to Traffic Loads of Highway Bridges (고속도로 교량국조물의 통행차량에 의한 충격계수 산정방법 개발)

  • 구봉근;신재인;류택은;이재범;류연종
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.809-814
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    • 2001
  • In this paper, dynamic properties of a bridge by traffic loads, is proposed as a reasonable method for the determining the impact factor. In addition, impact factors obtained from previous inspection reports were classified by the span length of the bridge, kind of the bridge and type of the bridge and adjusted the result of the impact factor by the statistical method and presented problems. Also, the determining method of the impact fatter using traffic load is proposed and compared the proposed method with the specification code. The method estimating the impact factor by the traffic loads can be efficiently concluded to the response of structure as reflecting the impact factor and saving the investigation cost. Also it is expected to use to maintenance of structures using the usual test of the bridge.

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A Study on the Impact Sensing Device for Improving the Firing Function Reliability of ESAF (ESAF의 기폭 신뢰성 향상을 위한 충격감지장치 연구)

  • Jo, Seyoung
    • Journal of the Korea Institute of Military Science and Technology
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    • v.18 no.5
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    • pp.525-531
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    • 2015
  • In this paper, a novel impact sensing device for an ESAF(Electronic Safe and Arming Fuze) is presented. An impact sensing device is mounted in front of a weapon, and it detects an impact when it crashes against a target. There are two main design requirements to enhance the firing functional reliability of the ESAF; an operational reliability and a reduced latency, which is a delay time needed for sensing the impact. The design method of the contact-type impact sensing device, which employs an FPCB(Flexible Printed Circuit Board) so it can be used other weapons, is proposed. The tests demonstrated that the design described in this work show a reduced delay time with ensuring the operational reliability.

Inspection for Internal Flaw and Thickness of Concrete Tunnel Lining Using Impact Echo Test (충격반향시험에 의한 콘크리트 터널 라이닝 내부결함 및 두께 조사)

  • 김영근;이용호;정한중
    • Tunnel and Underground Space
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    • v.7 no.3
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    • pp.230-237
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    • 1997
  • As concrete structure is getting old and decrepit, its inspection and diagnosis is getting important. Therefore, it is necessary to estimate the soundness of structure using non-destructive tests for effective repairs and maintenances. But, applications of non-destructive tests in tunnel have been used restrictively, due to accessibility only from one side in tunnel lining and presence of tunnel installations. Recently, the various non-destructive techniques have been studied. Especially, ground penetrating radar(GPR) and impact echo (IE) methods have been researched for tunnel inspection. In this study, the applicability of impact echo test in tunnel lining inspection has been investigated. This paper described the tunnel inspection for lining thickness and internal flaw using impact echo tests. Model tests were carried out using impact echo test systems on two concrete models, Model I is measuring for lining thickness, Model II is detecting for internal flaw. Also, the test were applied for lining inspections in a tunnel constructed by NATM. From the results of impact echo tests, we have concluded that impact echo test is a very useful and effective technique for inspecting the concrete tunnel linings.

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Analysis of Impact Response in a Poroelastic Spinal Motion Segment FE Model according to the Disc Degeneration (다공탄성체 척추운동분절 유한요소 모델에서 추간판의 변성이 충격 거동에 미치는 영향 해석)

  • 김영은;박덕용
    • Journal of the Korean Society for Precision Engineering
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    • v.20 no.11
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    • pp.188-193
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    • 2003
  • To predict changes in biomechanical parameters such as intradiscal pressure, and the shock absorbing mechanism in the spinal motion segment under different impact duration/loading rates, a three dimensional L3/L4 motion segment finite element model was modified to incorporate the poroelastic properties of the motion segment. The results were analyzed under variable impact duration for normal and degenerated discs. For short impact duration and a given maximum compressive force, relatively high cancellous pore pressure was generated as compared with a case of long impact duration, although the amount of impulse was increased. In contrast relatively constant pore pressure was generated in the nucleus. Disc degeneration increased pore pressure in the disc and decreased pore pressure in the cancellous core, which is more vulnerable to compressive fracture compared with intact case.

Impact Damage on Brittle Materials with Small Spheres (I)

  • Woo, Su-Chang;Kim, Moon-Saeng;Shin, Hyung-Seop;Lee, Hyeon-Chul
    • International Journal of Precision Engineering and Manufacturing
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    • v.4 no.1
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    • pp.30-36
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    • 2003
  • Brittle materials such as glasses and ceramics, which are very weak under impact loading, show fragile failure mode due to their low fracture toughness and crack sensitivity. When brittle materials are subjected to impact by small spheres, high contact pressure occurs at the impacted surface causing local damage on the specimen. This damage is a dangerous factor in causing the final fracture of structures. In this research, the crack propagation process of soda-lime glass by the impact of small spheres is explained and the effects of several constraint conditions for impact damage were studied by using soda-lime glass; that is, the effects for the materials and sizes of impact ball, thickness of specimen and residual strength were evaluated. Especially, this research has focused on the damage behavior of ring cracks, cone cracks and several other kinds of cracks.

Analysis of Impact Responses Considering Sensor Dynamics (센서 동역학을 고려한 충격응답해석)

  • Ryu, B.J.;Kwon, B.H.;Ahn, K.Y.;Oh, I.S.;Lee, G.S.
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2002.11b
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    • pp.731-736
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    • 2002
  • Impact is the most common type of dynamic loading conditions that give rise to impulsive forces and affects the vibrational characteristics of mechanical systems . Since the real impact force and acceleration at the contact surface are measured indirectly through the sensors, the measured outputs can be a little different from the real impact responses. In this study, the contact force model based on the Hertz law is proposed in order to predict the impact force correctly. To investigate the influence of the position of the sensor attached to the impacting bodies, the two kinds of sensors were used. Finally, the contact force model obtained by drop test was applied to predict the impact force between the moving part and the stopper in magnetic contactor.

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Effect of spatial factors on subjective responses to heavy-weight floor impact noise (중량충격음의 주관적 반응에 대한 공간음향요소의 영향)

  • Lee, Pyoung-Jik;Kim, Jae-Ho;Yoo, Seung-Yup;Sato, Shin-Ichi;Jeon, Jin-Yong
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2007.05a
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    • pp.960-963
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    • 2007
  • The effect of spatial factors on subjective responses to heavy-weight floor impact noise was investigated. Heavy-weight impact noises were generated and recorded in several apartments and a testing building using impact ball and binaural microphone to measure IACC of the noises. Just noticeable differences (JNDs) of IACC and SPL of heavy-weight impact noise were also investigated. Auditory experiments were conducted using method of limit. It was found that the JNDs of IACC and SPL were 0.12 and 1.5dB, respectively. Contribution of IACC and SPL to annoyance of heavy-weight floor impact noise is being further investigated.

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An Evaluation of Notch Shpae for Estimation of Available $K_{1d}$ by Instrumented Charpy Impact Test (유효 $K_{1d}$ 산정을 위한 샬피 충격시험편의 노치형상에 관한 연구)

  • 우창기;강동명;이하성
    • Transactions of the Korean Society of Automotive Engineers
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    • v.7 no.6
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    • pp.135-143
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    • 1999
  • This investigation evaluates effects of notch depth, fatigue precrack length and side groove in impact specimen for estimation of a valid K1d by instrumented Charpy impact test. Specimen material is 6005-T6. for notch depth 2.0mm and 2.5mm specimens or within about 2mm fatigue precrack length with notch depth 2.0mm and 2.5mm specimens or within about 2mm fatigue precrack length with notch depth 2.0mm , dynamic fracture toughness [$K_{1d,(1)}$] obtained by crack initiation load($P_m$) should be used. Dynamic fracture toughness of side grooved specimens are overestimated to that of standard impact specimen about 15 %-20%. It is confirmed that the formula of dynamic fracture toughness obtained by impact absorbed energy is inappropriate for ductile materials.

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Visual Impact Assessment of the Urban Landscape with Public Participation (주민참여에 의한 도시경관의 영향평가 : 서울시 중계동 아파트 계획안을 대상으로)

  • Oh, Kyushik;Lee, Yongja
    • Journal of Environmental Impact Assessment
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    • v.3 no.1
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    • pp.43-52
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    • 1994
  • This study conducted a visual impact assessment of an apartment complex project proposed in Jungkye-dong, Seoul. Three design alternatives of the project-alternatives 1, 2, and 3-which differed in form, color, scale, and arrangement of buildings were simulated with computer image processing technique. The simulations were presented to the public who were mainly residents in the project area, and visual impact resulted from the alternatives was assessed by them. Their responses were then statistically analyzed. It was found that, in terms of compatibility with the surrounding landscape, alternative 1 was the most favourable because it was more traditional, natural, and diverse than alternatives 2 and 3. At the same time, the alternative was most preferred by the public because it was more plain, natural, and diverse than other alternatives. It was suggested that the visual impact assessment with public participation conducted in this study would help both planners and the public to make more intelligent decisions.

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