• Title/Summary/Keyword: 폭발 저항

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An Experimental Study of Concussion Blasting for Structural Steel (구조용 강재에 대한 폭파절단실험 연구)

  • Yang, Hyung-Sik;Jang, Hyong-Doo;Ko, Young-Hun;Kim, Sung-Jun;Moon, Hee-Sook
    • Explosives and Blasting
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    • v.29 no.1
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    • pp.27-33
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    • 2011
  • Concussion shots were conducted for SS400, a general structural steel, and SM490, a structural steel for welding, using TNT, which is used as a standard explosive. The ability to cut the steels was compared for different combinations of charges and materials. The results show that the amount of explosives used for SM490 requires more 30% than SS400.

미세 피치를 갖는 bare-chip 공정 및 시스템 개발

  • 강희석;정훈;조영준;김완수;강신일;심형섭
    • Proceedings of the Korean Society Of Semiconductor Equipment Technology
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    • 2005.05a
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    • pp.79-83
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    • 2005
  • IT 기술, 반도체 산업 등의 급격한 발전에 힘입어 최근의 첨단 전자, 통신제품은 초경량 초소형화와 동시에 고기능 복합화의 발전 추세를 보이고 있다. 이런 추세에 발맞추어 전자제품, 통신제품의 핵심적인 부품인 IC chip도 소형화되고 있다. IC chip 패키징 기술의 하나인 Filp Chip Package는 Module Substrate 위에 Chip Surface를 Bumping 시킴으로서 최단의 접속길이와 저열저항, 저유전율의 특성도 가지면서 초소형에 높은 수율의 저 원가생산성을 갖는 첨단의 패키징 기술이다. 이런 패키징 기술은 수요증가와 더불어 폭발적으로 늘어나고 있으나 까다로운 공정기술에 의해 아직 여러 회사에서 장비가 출시되고 있지 못한 상태이다. 이에 본 연구에서는 최근 수요가 증가하는 LCD Driver IC용 COF 장비를 위한 Flip chip Bonding 장비 및 시스템을 설계, 제작하였다.

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Blast Modeling of Concrete Column Using PFC (PFC를 이용한 콘크리트기둥의 발파모델링)

  • Choi Byung-Hee;Yang Hyung-Sik;Ryu Chang-Ha
    • Explosives and Blasting
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    • v.23 no.1
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    • pp.47-54
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    • 2005
  • An explosion modeling technique was developed by using the spherical discrete element code, $PFC^{3D}$, which can be used to model the dynamic stress wave propagation phenomenon. The modeling technique is simply based on an idea that the explosion pressure should be applied to a $PFC^{3D}$ particle assembly not in the form of an external force (body force), but in the form of a contact force (surface force). A test blast was conducted for a RC column, whose dimension was $600\times300\times1800$ in millimeters. The initial velocities of the surface movements were measured to be in the range of $14\~18\;m/s$ with the initiation times of $1.5\~2.0m$. Then the blasting procedure was simulated by using the modeling technique. The particle assembly representing the concrete was made of cement mortar and coarse aggregates, whose mirco-properties were obtained from the calibration processes. As a result, the modeling technique developed in this study made it possible for the burden to move with the velocity of $17\~24\;m/s$, which are slightly higher values compared to those of the test blast.

The Study on Pressure Confine Effect of Blast Stemming Material and Plug Device Using Numerical Analysis Technique (수치해석 기법을 이용한 발파전색재료 및 플러그 장치의 폭발압 저항 효과에 관한 연구)

  • Ko, Younghun;Kwak, Kiseok;Seo, Seunghwan;Jeong, Youngjun;Kim, Sik;Chung, Moonkyung
    • Explosives and Blasting
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    • v.40 no.2
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    • pp.1-14
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    • 2022
  • Numerical simulation is the most widely used methods for evaluating blasting performance. This study, conducted the numerical analysis of shock chamber model to evaluate the pressure confine effect of the stemming material and plug device. The stemming effect was compared and evaluated with that of the STF-based stemming material currently under development and sand, which is a commonly used blast stemming material. Furthermore, to verify of enhancement the confine effect inside blast hole pressure, three types of stemming plugs were adopted for the numerical analysis. The numerical simulation results revealed that the STF-based stemming materials were superior to the general stemming material. Also, It is evaluated that the STF-based stemming and Plug system can not only prevent detonation gas from overflowing the borehole prematurely, but also prolong the action time and scope of detonation gas in the borehole effective.

Degradation Evaluation of High Pressure Reactor Vessel in field Using Electrical Resistivity Method (전기비저항법을 이용한 고압반응기 열화도 현장평가)

  • Park, Jong-Seo;Baek, Un-Bong;Nahm, Seung-Hoon;Han, Sang-In
    • Journal of the Korean Society for Nondestructive Testing
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    • v.25 no.5
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    • pp.377-383
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    • 2005
  • Because explosive fluid is used at high temperature or under high pressure in petrochemistry and refined oil equipment, the interest about safety of equipments is intensive. Specially, the safety of high pressure reactor vessel is required among them. The material selected in this study is 2.25Cr-1Mo steel that is widely used for high pressure reactor vessel material of petrochemical plant. Eight kinds of artificially aged specimens were prepared by differing from aging periods under three different temperatures. The material was iso-thermally heat treated at higher temperatures than $391^{\circ}C$ that is the operating temperature of high pressure reactor vessel. Vickers hardness properties and electrical resistivity properties about artificially aged material as well as un-aged material were measured, and master curves were made out from the correlation with larson-Miller parameter. And electrical resistivity properties as well as Victors hardness properties measured at high pressure reactor vessel of the field were compared with master curves made out in a laboratory. Degradation evaluation possibility in the field of high pressure reactor vessel by using electrical resistivity method was examined. Electrical resistivity property measured in the field is similar with that of artificially aged material in similar aging level.

A Study on How to Lower the Grounding Impedance by Needles-typed Grounding Rods (접지침봉에 의한 접지임피던스를 낮추는 방안 연구)

  • Park, Sung-Yeol
    • Journal of the Society of Disaster Information
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    • v.18 no.1
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    • pp.19-28
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    • 2022
  • Purpose: One of the methods for preventing disasters such as fire, explosion, and electric shock caused by electricity is to perform grounding. In case of the grounding current includes a frequency component having a high, it is preferable to measure grounding impedance rather than grounding resistance. This study proposes countermeasures to reduce grounding impedance to suppress an ground potential rise due to a grounding current having a frequency component of several kHz or more. Method: General grounding rods and needles-typed grounding rods were buried in the ground, and grounding resistance and grounding impedance were measured, respectively. The characteristics of grounding impedance according to frequency were identified. Result: There was little difference in the measurement results of the grounding resistance between general grounding rods and needles-typed grounding rods. In a frequency range lower than 62.5kHz, there was little difference in the measurement results of the grounding resistance between general grounding rods and needles-typed grounding rods. In a frequency range higher than 62.5kHz, the grounding impedance of needles-typed grounding rods was reduced by about 15% than the grounding impedance of general grounding rods. Conclusion: In the commercial frequency domain, it is effective to connect several grounding rods (common grounding) to lower the grounding resistance value. In the frequency domain of several kHz or more, it is expected that needles-typed grounding rods can effectively reduce the ground potential rise due to the grounding current.

Experimental Evaluation of Bi-directionally Unbonded Prestressed Concrete Panel Impact-Resistance Behavior under Impact Loading (충돌하중을 받는 이방향 비부착 프리스트레스트 콘크리트 패널부재의 충돌저항성능에 대한 실험적 거동 평가)

  • Yi, Na-Hyun;Lee, Sang-Won;Lee, Seung-Jae;Kim, Jang-Ho Jay
    • Journal of the Korea Concrete Institute
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    • v.25 no.5
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    • pp.485-496
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    • 2013
  • In recent years, frequent terror or military attacks by explosion or impact accidents have occurred. Examplary case of these attacks were World Trade Center collapse and US Department of Defense Pentagon attack on Sept. 11 of 2001. These attacks of the civil infrastructure have induced numerous casualties and property damage, which raised public concerns and anxiety of potential terrorist attacks. However, a existing design procedure for civil infrastructures do not consider a protective design for extreme loading scenario. Also, the extreme loading researches of prestressed concrete (PSC) member, which widely used for nuclear containment vessel, gas tank, bridges, and tunnel, are insufficient due to experimental limitations of loading characteristics. To protect concrete structures against extreme loading such as explosion and impact with high strain rate, understanding of the effect, characteristic, and propagation mechanism of extreme loadings on structures is needed. Therefore, in this paper, to evaluate the impact resistance capacity and its protective performance of bi-directional unbonded prestressed concrete member, impact tests were carried out on $1400mm{\times}1000mm{\times}300mm$ for reinforced concrete (RC), prestressed concrete without rebar (PS), prestressed concrete with rebar (PSR, general PSC) specimens. According to test site conditions, impact tests were performed with 14 kN impactor with drop height of 10 m, 5 m, 4 m for preliminary tests and 3.5 m for main tests. Also, in this study, the procedure, layout, and measurement system of impact tests were established. The impact resistance capacity was measured using crack patterns, damage rates, measuring value such as displacement, acceleration, and residual structural strength. The results can be used as basic research references for related research areas, which include protective design and impact numerical simulation under impact loading.

Evaluation of Protective Performance of Fiber Reinforced Concrete T-Wall (섬유보강 콘크리트 방호벽의 방호성능 향상 검토)

  • Lee, In-Cheol;Kim, Hong-Seop;Nam, Jeong-Soo;Kim, Suk-Bong;Kim, Gyu-Yong
    • Journal of the Korea Institute of Building Construction
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    • v.13 no.5
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    • pp.465-473
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    • 2013
  • Concrete is an outstanding material in terms of its impact and blast resistance performance. However, there a limitation of concrete is its risk of collapse due to the brittle failure and spalling. Increasing the thickness of members was used as a method to enhance the protective performance of concrete, despite the resulting inefficient space. To solve this problem, different types of fiber reinforced concrete were developed. Recently, another type of fiber reinforced concrete is also being developed and applied as a material that offers protection against impacts and blasts by increasing the flexural toughness of concrete. In this study, the test was conducted to evaluate the impact resistance performance of fiber reinforced concrete and mortar according to impact of high-velocity projectile. A concrete T-wall was also tested to evaluate its protective performance from fragment by 155mm-thick artillery shell. The test results revealed that improving flexural strength through fiber reinforcement inhibited cracks and spalling of rear, and spalling of front by high-velocity impact. As such, it is expected to improve the protective performance of the T-wall and reduce the thickness of the member.

유전자 변형 농산물의 개발 실태와 전망

  • 최양도;정종주
    • Proceedings of the Korean Society of Food Hygiene and Safety Conference
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    • 2002.05a
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    • pp.3-42
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    • 2002
  • 21세기에는 인구의 폭발적 증가와 함께 가속화된 산업화로 말미암아 경지 면적은 줄고 농업 환경은 더욱 피폐해질 것으로 예상된다. 지금도 이미 화석 에너지원의 고갈로 대체 에너지 개발이 시급히 요구되고 있으며, 지구의 자연 환경 보존 목소리도 그 어느 때 보다 높다. 한마디로 식량, 에너지, 환경 문제가 새 세기에 우리가 시급히 해결해야할 과제로 주어져 있다. 이에 과학계에서는 식량 및 대체 에너지원의 공급을 증대시키고 환경을 보존할 수 있는 보편적인 수단으로 환경 친화적 유전자 변형 (GM)작물의 활용이 제시되고있다. 따라서 선진국들은 이의 기반이 되는 식물유전체 연구에 대규모 투자를 아끼지 않고 있으며, 이를 이 용한 식물 생명공학산업을 국가 전략 산업으로 집중 육성하고 있다. GM작물 제조 기술은 유용 유전자의 발굴 및 재조합, 식물세포로의 이식 및 재분화를 통한 완전한 식물체 재생, 이를 품종으로 실용화하는 단계로 구성되어 있다. GM작물은 1983년 항생제 저항성 담배가 개발된 것을 시점으로 하여, 1994년에는 연화지 연 토마토 Flaver Saver이후 지금까지 개발 실용화된 작물은 제초제 저항성 콩, 카놀라, 목화, 그리고 해충 저항성 옥수수 등이 있으며,2001년까지 세계적으로 상품화 승인을 얻은 경우는 15 작물 68품종에 이른다. 2001년 경우 GM작물 종자시장은 약 30억 달러에 달하고 있으며, 미국, 아르헨티나, 캐나다 등 세계적으로 52.6백만 ha에 이르는 면적에서 재배되었다. 그러나 GM농산물의 식품 및 환경 안전성에 대한 의구심이 일기 시작하였고, 따라서 이의 생산 및 소비에 대한 전반적 인 문제가 뜨거운 쟁점으로 부각되기도 하였다. 이 에 각국 정부는 객관적 인 안전성을 확보하기 위한 제도적인 장치를 마련하고 있으며, 아울러 과학기술자들은 더욱 안전한 형질전환 기술 개발을 도모하고 있다. 다음 세대의 GM작물은 단순한 제초제 및 병해충 저항성을 넘어서서 특정 영양 또는 건강기능성을 향상시켜 부가가치를 증가시킨 신품종 맞춤작물이 지속적으로 개발 상업화될 것이다. 따라서 고유성을 가진 유용 유전자의 대량 확보 여부가 산업적 경쟁력을 결정하게 될 것이다. 지금까지 개별 유전자 중심으로 이루어지던 유용 유전자 발굴 작업은 유전체학의 출현으로 규모가 대량화되고 그 효율이 증진되었다. 따라서 진 각국은 유용 유전자 발굴에 국가적 차원의 역량을 집중하고 있다. 그러나 우리나라는 정부와 민간의 소규모 지원으로 근근히 기술 습득 차원에 머물러 왔으며, 산업적 경쟁력의 무기가 될 고유한 유용 유전자와 형질전환 기술이 거의 없는 어려운 상황에 놓여 있다. 최근 정부가 시작한 생명공학 분야 대규모 연구지원 사업 기대를 모아 보며 이 분야 과학기술자들의 노력을 촉구한다.

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Enhancing the Blast Resistance of Structures Using HPFRCC, Segmented Composites, and FRP Composites (HPFRCC, 분절 복합체 및 FRP를 활용한 구조물의 내폭 성능 향상)

  • Yoon, Young-Soo;Yang, Jun-Mo;Min, Kyung-Hwan;Shin, Hyun-Oh
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.745-748
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    • 2008
  • The past structures were just required bearing capacity to service load, serviceability, and resistance to corrosion. However this point of view has changed after 9.11 terrorism, capacities which can bear impact loading by explosion, and heat by fire happening at the same time, become to be important as a basic condition. The blast resistance capacity of structures is very important part against all over the world is intimidated by terrorism everyday in current point of time. The target of this research is a development of segmented composites and layered structures with high blast resistance using cementitious composites, concrete and FRP composites, which has high tensile strength and ductility, to apply in not only existing facilities but also new ones. Through the improvement of blast resistance, casualties and economic loss can be minimized, and it is possible to diminish the structure collapse and delay the time of structure collapse by thermal effect, impact loading, dynamic loading and high strain.

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