• Title/Summary/Keyword: Strength Index

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Radiation mechanism of gamma-ray burst prompt emission

  • Uhm, Z. Lucas;Zhang, Bing
    • The Bulletin of The Korean Astronomical Society
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    • v.40 no.1
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    • pp.49.3-50
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    • 2015
  • Synchrotron radiation of relativistic electrons is an important radiation mechanism in many astrophysical sources. In the sources where the synchrotron cooling timescale is shorter than the dynamical timescale, electrons are cooled down below the minimum injection energy. It has been believed that such fast-cooling electrons have a power-law distribution in energy with an index -2, and their synchrotron radiation has a photon spectral index -1.5. On the other hand, in a transient expanding astrophysical source, such as a gamma-ray burst (GRB), the magnetic field strength in the emission region continuously decreases with radius. Here we study such a system, and find that in a certain parameter regime, the fast-cooling electrons can have a harder energy spectrum. We apply this new physical regime to GRBs, and suggest that the GRB prompt emission spectra whose low-energy photon spectral index has a typical value -1 could be due to synchrotron radiation in this moderately fast-cooling regime.

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Evaluation of mechanically fastened composite joint with the clamping force (클램핑 포스가 존재하는 복합재료 조인트의 특성 평가)

  • Ryu, Coong-O;Yu, Yeun-Ho;Lee, Young-Hwan;Choi, Jin-Ho;Kweon, Jin-Hwe
    • Proceedings of the Korean Society For Composite Materials Conference
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    • 2005.04a
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    • pp.84-89
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    • 2005
  • The design of composite joint is a very important research area because they are often the weakest areas in composite structures. In this paper, the failure load of the mechanically fastened composite joint with the clamping force was predicted by the failure area index method. By the suggested failure area index method, the strength of the mechanically fastened composite joint could be predicted within 22.5% when clamping force was applied to the composite joint.

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Effects of Polymer Coated Micro pulp on Paper Properties (고분자 코팅 처리된 마이크로 펄프가 종이 물성에 미치는 영향)

  • Son, Dong-Jin;Kim, Hak-Sang;Kim, Bong-Yong
    • Journal of Korea Technical Association of The Pulp and Paper Industry
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    • v.42 no.1
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    • pp.48-53
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    • 2010
  • Commercial micro pulps(Arbocel) were coated with three kinds of polymers using spray method. These coated micro pulps were used to papermaking additives to evaluate retention, drainage and physical properties of paper. The retention and drainage were improved with addition of polymer coated micro pulp. The bulk index of paper was also increased, but tensile and tear strength were decreased slightly, probably due to weakening of internal bonding. These results showed that the use of polymer coated micro pulp was an effective method to improve retention, drainage and bulk index of paper.

Failure load prediction of mechanically fastened composite joint with the clamping force (클램핑 포스가 존재하는 복합재료 체결부의 파손강도 예측)

  • Ryu, Choong-O;Choi, Jin-Ho;Kweon, Jin-Hwe
    • Composites Research
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    • v.18 no.5
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    • pp.9-14
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    • 2005
  • The design of composite joint is a very important research area because they are often the weakest areas in composite structures. In this paper, the failure load of the mechanically fastened composite joint with the clamping force was predicted by the failure area index method. By the suggested failure area index method, the strength of the mechanically fastened composite joint could be predicted within $22.5\%$ when the clamping force was applied to the composite joint.

RECURRENT PATTERNS IN DST TIME SERIES

  • Kim, Hee-Jeong;Lee, Dae-Young;Choe, Won-Gyu
    • Journal of Astronomy and Space Sciences
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    • v.20 no.2
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    • pp.101-108
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    • 2003
  • This study reports one approach for the classification of magnetic storms into recurrent patterns. A storm event is defined as a local minimum of Dst index. The analysis of Dst index for the period of year 1957 through year 2000 has demonstrated that a large portion of the storm events can be classified into a set of recurrent patterns. In our approach, the classification is performed by seeking a categorization that minimizes thermodynamic free energy which is defined as the sum of classification errors and entropy. The error is calculated as the squared sum of the value differences between events. The classification depends on the noise parameter T that represents the strength of the intrinsic error in the observation and classification process. The classification results would be applicable in space weather forecasting.

Crystallographic Orientation Dependence Of Electrical Properties of Carbon-doped GaAs Grown by Low Pressure Metalorganic Chemical Vapor Deposition Using CBr4 (저압 MOCVD로 CBr4 가스를 사용하여 탄소 도핑된 GaAs 에피층의 결정학적 방향에 따른 전기적 성질의 의존성)

  • 손창식
    • Journal of the Korean Institute of Electrical and Electronic Material Engineers
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    • v.15 no.3
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    • pp.214-219
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    • 2002
  • In order to elucidate the crystallographic orientation dependence of electrical properties of carbon (C)-doped GaAs epilayers, C incorporation into GaAs epilayers on high-index GaAs substrates with various crystallographic orientations from (100) to (111)A has been performed by a low pressure metalorganic chemical vapor deposition using C tetrabromide ($CBt_4$) as a C source. The hole concentration of C-doped GaAs epilayers rapidly decreases with a hump at (311)A with increasing the offset angle. Although the growth temperature and the V/III ratio are varied, the crystallographic orientation dependence of hole concentration show a same trend. The above behaviors indicate that the bonding strength of As sites on a glowing surface plays an important role in the C incorporation into the high-index GaAs substrates.

The Development of Rail-Transport Operation Control using the Variation of Slope Stability under Rainfall (강우시 사면안전율 변화를 이용한 열차운전규제기준 개발)

  • Kim, Hyun-Ki;Lee, Jin-Wook;Shin, Min-Ho
    • Proceedings of the KSR Conference
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    • 2003.10b
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    • pp.397-402
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    • 2003
  • Infiltration of rainfall causes railway embankment to be unstable and may result in failure. Basic relationship between the rainfall and stability of railway embankment are defined to analyze the stability of embankment by rainfall. An experimental study for defining of infiltration rate of rainfall into slope is conducted in the lab. The results of Rainfall infiltration show that rainfall infiltration is not equal to infiltration as like reservoir because rate of rainfall infiltration is controlled by slope angle. Based on these results, boundary condition of rainfall is altered and various numerical analysis are performed. The variation of shear strength, the degree of saturation and pore-water pressure for railway slope during rainfall can be predicted and the safety factor of railway slope can be expressed as the function of rainfall amount, namely rainfall index. Therefore, it is judged that this rainfall index can be a good tool for the rail-transport operation control.

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THE EFFECTS OF HORIZONTAL-BRANCH STARS ON THE H$\beta$ INDEX OF SIMPLE STELLAR POPULATION MODELS

  • LEE HYUN-CHUL;LEE YOUNG-WOOK;PARK JANG-HYUN
    • Journal of The Korean Astronomical Society
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    • v.29 no.spc1
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    • pp.133-134
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    • 1996
  • We present the systematic variations of H$\beta$ index of simple stellar populations due to horizontal-branch (HB) stars. Most of the previous works have been done without careful considerations of HB stars. Since the Balmer line strengths are very sensitive to the temperature, including the HB stars are quite important. We found that the strength of H,6 index is strongly affected by HB stars, and hence the age estimation without careful consideration of the variation of HB morphology with metallicity and age would underestimate the ages of ellipticals.

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Dynamic Instability Behavior of Diagonally Braced Steel Frames under Seismic Excitation (지진하중을 받는 대각선 철골 중심가새골조의 동적 불안정 거동)

  • Lee, Cheol-Ho;Kim, Jung-Jae
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2005.03a
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    • pp.129-136
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    • 2005
  • Concentrically braced steel frames are considered as being quite prone to soft-story response due to the degradation in brace compressive resistance after buckling under severe ground motions. When combined with the system P-Delta effects, collapse of the concentrically braced frames by dynamic instability becomes a highly probable. In this study, a new, relatively simple dynamic instability coefficient was proposed for diagonally braced steel frames by considering the strength degradation of the brace after buckling. Nonlinear dynamic analysis was conducted to check the robustness of the proposed index based on simulated ground motions. The analysis results showed that the dynamic instability index proposed predicts the collapse potential more consistently than the conventional one. Dynamic instability was triggered when the index value was close to 0.7.

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A Study on the Flexural Behavior of Proposed Spliced PSC-I Type Girder (제안된 Spliced PSC-I형 거더의 휨거동에 관한 연구)

  • 심종성;오홍섭
    • Journal of the Korea Concrete Institute
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    • v.12 no.5
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    • pp.13-23
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    • 2000
  • In this study, an flexural test on half-scale spliced PSC-I girder was conducted to verify the efficiency of the long span spliced girder as suggested by the Korean Highway Design Specification. The experimental results showed that the specimens developed a complex failure mode due to flexural-compression and torsional stress. The cracking moment of each girder was higher the experiment than was calulated by the ACI and the ultimate strength were the almost same. To estimate the safety and the structural efficiency of the spliced girder, the proposed Yielding Resistance Index(YRI) and ductility index by American Concrete Institutes were used based on the energy concept. The proposed YRI defined the ratio of crack resisting energy and the total energy calculated from load-displacement relationship. Based on the analysis of YRI and ductility index, the flexural behavior of the spliced girder was found to be efficient. Through the experimental results, the structural behavior of proposed spliced PSC I-type girder for long span bridge was found to be more efficient than the exsisting PSC I-type girders.