• Journal of the Korean Geotechnical Society
• /
• v.20 no.8
• /
• pp.147-158
• /
• 2004

Laboratory dynamic tests are carried out to assess the liquefaction potential of saturated sands in most countries. However, simple results such as the maximum cyclic shear stress and the number of cycles at initial liquefaction are used in the experimental assessment of liquefaction potential, even though various results can be obtained from the dynamic test. In addition, it seemed to be inefficient because more than three dynamic tests with different stress ratio have to be carried out to draw a liquefaction resistance experimental curve. To improve the present assessment method fur liquefaction potential, a new critical resistible characteristic far soil liquefaction is proposed and verified through conventional cyclic triaxial tests with Jumunjin sand. In the proposed method, various experimental data such as effective stress path, stress-strain relationship, and the change of excess pore water pressure can be used in the determination of cumulative plastic shear strains at every 1/4 cycle. Especially, the critical cumulative plastic shear strain to initiate liquefaction can be defined in a specific point called a phase change point in the effective stress path and it can be calculated from a hysteric curve of stress-strain relationship up to this point. Through this research, it is found that the proposed cumulative plastic shear strain can express the dissipated energy to resist dynamic loads and consider the realistic soil dynamic behavior of saturated sands reasonably. It is also found that the critical plastic shear strain can be used as a registible index of soils to represent the critical soil dynamic state, because it seems to include no effect of large deformation.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.12 no.3
• /
• pp.271-279
• /
• 1999

본 연구에서는 국내에서 가장 취약할 것으로 예상되는 원자력 발전소에 가압열충격 사고를 유발할 수 있는 주증기관 파단사고를 가정하여 열수력 해석과 파괴역학 해석을 수행하였다. 원전수명관리연구의 일환으로 계통열수력 해석 및 혼합열유동 해석에 의하여 구한 냉각제의 온도와 압력의 이력 및 용기의 재질성분으로부터 용기의 응력확대계수와 파괴인성치를 계산하고 이들을 비교하여 균열의 진전여부를 판단하여 형상계수가 1/6인 표면균열이 견딜 수 있는 최대 기준무연성천이온도를 결정하였다.

• Journal of the Korean Society of Safety
• /
• v.15 no.1
• /
• pp.132-139
• /
• 2000

In this study, the fatigue life assessments of steel railway bridge in Japan National Railway were carried out. This railway bridge has been under in service from 1957, and fatigue damages were occurred at bead toe of upper part of vertical stiffeners of stringers, bead toes of scallop in lower part of vertical stiffeners in stringers and crossings of cross beams and stringers. From this study, a series of field tests were carried out by stress history measurement about above mentioned points. And as a results of stress histogram analysis, cummulative fatigue damage rate and fatigue life of these members should be calculate quantitatively. And from this estimation technique, cummulative fatigue damage rate and fatigue life of this railway bridge were strongly affected in passing tonage every year and the histories of live load.

• Proceedings of the KSME Conference
• /
• 2000.11a
• /
• pp.730-735
• /
• 2000

The finite element analysis by the computer program SYSWELD in consideration of phase transformation was carried out to simulate the multi-pass welding process of SA106 Gr. C which is used for the main steam pipe in nuclear power plant. All the numerical results such as temperatures, the size of heat affected zone and the residual stresses were compared to the experimental results.

• Proceedings of the Korean Institute of Industrial Safety Conference
• /
• 2001.11a
• /
• pp.219-224
• /
• 2001

본 연구는 울진 원자력발전소 5＆6호기 Class 1680, Parallel Gate 16-inch, Motor Operated Valve (Valve ID No. SI-653 and 654)에 부착되는 Equalizing Bypass Pipe Line (EBPL)이 밸브 시스템에 발생시키는 진동하중에 의한 영향을 동적 피로안정성 관점에서 규명하기 위하여 수행된 것이다. Equalizing Bypass Line Part의 최종 설계된 형상을 Fig. 1에 나타내었다. 본 해석을 위하여 운용 중 발생되는 부착부의 잔류진동 레벨이 3축 방향 가속도로 측정되었다. 본 연구에서는 해당 시변 가속도 데이터를 바탕으로 정확한 시간-응력 이력을 얻기 위하여 시간영역에서 천이 진동해석 (Transient Vibration Analysis)을 수행하였으며, 이를 실제적인 피로해석에 활용하였다. 시간영역에서의 천이 진동해석 및 피로해석을 위해 상용유한요소 해석프로그램인 ANSYS (Version 5.6)를 활용하였다.(중략)

• Journal of Welding and Joining
• /
• v.12 no.1
• /
• pp.38-43
• /
• 1994

고강도 알루미늄합금은 중량이 가벼우면서 인장강도와 항복강도가 높고 가공성, 성형성이 좋아 항공기, 자동차, 선박 등 수송용 재료로 각광을 받고 있으며, 이 중 Al-Zn-Mg계(7000계) 알루미늄 합금은 용접 구조물용 경량소재로 활용범위가 높다. Al-Zn-Mg계 알루미늄 합금은 고온에서 용체화 처리후 저온으로 급냉시킨 재료를 자연시효 또는 인공시효처리를 하여 이 때 석출되는 시효 석출물에 의해 강도를 증가시킨 석출 경화형 합금이다. 그런데, 7000계열 알루미늄합금은 적절한 열처리 작업을 통해 최적의 기계적 성질이 얻어지도록 합금설계가 되어있기 때문에 구조물 제작시 용접에 의한 ARC 열을 받게 되면 열이력(thermal cycle)에 의해 모재의 미세조직이 변화하고 용접 결함이 발생하며 강도의 약화와 함께 내식성 등이 저하한다. 따라서 고강도 알루미늄합금의 용접성을 향상시키기 위해서는 용접부의 미세조직거동과 용접부에 발생하는 용접결함의 현상을 조사하여 용접용 고강도 합금에 필수적으로 요구되는 용접성에 대한 검토가 충분히 이루어져야 한다. 따라서 본 고에서는 알루미늄합금, 특히 7000계열 알루미늄합금에 주목하여, 용접방법, 각종 결함과 대책, 용접부의 시효경화와 응력부식균열 및 기계적 성질 등을 지금까지 보고된 각종 자료를 기초로 하여 3회에 걸쳐 기술하고자 한다.

• Proceedings of the Korean Nuclear Society Conference
• /
• 1997.05b
• /
• pp.526-531
• /
• 1997

기존의 발전소 피로수명 평가 프로그램들은 On-Line Fatigue Analysis애 중점을 두고 개발되어 운전 초기부터 Transient모니터링 프로그램이 설치되는 시점까지의 Transient 데이터가 확보되지 않은 오래된 발전소의 경우 전 수명기간 동안의 피로수명 계산에 어려움이 많다. 따라서 본 연구에서는 특별한 경우를 제외하고는 Off-Line 계산을 하는 것이 경제적이고 피로수명 평가에 문제가 되지 않는다고 판단하여 Transient 모니터링을 용해 Transient 종류를 파악하고 이를 데이터베이스화 한뒤 충분한 시간을 가지고 Transient 이력 과 응력데이타를 조합하여 CUF를 계산하는 등 프로그램 기능의 모듈화를 시도하여 필요한 기능을 지속적으로 보완 개발해 나갈 수 있도록 하였다. 본 Software는 국내 원전이 Transient Counting이나 피로분석의 전산화와 관련한 경험이 부족하고 또 외국 프로그램을 도입하여 사용하기에는 과거 데이터가 부족하여 활용에 어려움이 많을 것을 고려하여 기존의 수작업에 의한 Fatigue Evaluation 의 불편함을 보완하고 On-Line Analysis의 필요성과 Off-Line Analysis외 경제성을 적절히 조합하여 현재 발전소 환경에서 가장 적절히 사용할 수 있도록 개발 을 추진하였고 향후 필요한 기능은 지속적으로 보완함으로써 발전소 수명관리에 유용하게 사용될 것이다.

• Korean Journal of Agricultural Science
• /
• v.23 no.1
• /
• pp.120-130
• /
• 1996

Concrete is the most commonly used structural materials, but in concrete construction, its self-weight represents a very large proportion of the total load on the structure, and there are clearly considerable advantages in reducing the density of concrete. This study was carried out to investigate the stress-strain properties of no-fines synthetic lightweight concrete with synthetic lightweight coarse aggregates. The used synthetic lightweight coarse aggregate were two types, one was expanded clay with grading 3~8mm, the other is pumice stone with grading 4.75~10mm. The results of this study were summarized as follows ; The static modulus of elasticity of the synthetic lightweight concrete was $1.8{\times}10^5kg/cm^2$ at type CE using the expanded clay and $1.6{\times}10^5kg/cm^2$ at type CL using the pumice stone. The dynamic modulus of elasticity was $1.9{\times}10^5kg/cm^2$(CE) and $2.0{\times}10^5kg/cm^2$(CL). The dynamic modulus of elasticity was 10~30% larger than that of the static modulus of elasticity. The load-time curves of synthetic lightweight concrete were shown approximately similar to each other type except for added foaming agent. The stress-strain curves in uniaxial compressive of synthetic lightweight concrete were similar to each other.

• Journal of the Korea Convergence Society
• /
• v.4 no.2
• /
• pp.21-27
• /
• 2013

Spot welding is automation of assembly process, without increasing the vehicle weight and economy, there is a fuel economy improvement of motor vehicles and to widely used in the automotive industry. But By irregular load from the road surface while at the vehicle is running, stress concentration occurs in the weld point, fatigue failure occurs frequently. Considering change of stiffness is the essential fatigue life of the evaluation spot weld. In this paper, by performing a linear static analysis was to understand the vulnerable part. Acquire to the fatigue properties of the spot weld, take the load history of the three levels in the time domain, was performed by setting as a condition of quasi-static fatigue analysis. and Fatigue life prediction method of the spot weld was by applying the method according to the fatigue damage accumulation and the conventional method was compared analyzed with the results shown.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.3 no.1
• /
• pp.55-66
• /
• 1999

This paper presents an analytical prediction of the hysteresis behavior of reinforced concrete long column with rectangular section under the cyclic loading state. The mechanical characteristic of cracked concrete and reinforcing bar in concrete has been modeled, considering the bond effect between reinforcing bar and concrete, the effect of aggregate interlocking at crack surface and the stiffness degradation after the crack has taken place. The strength increase of concrete due to the lateral confining reinforcement has been also taken into account to model the confined concrete. The formulation of these models for concrete and reinforcing bar has been based on the smeared crack concept that the stress-strain relationship of reinforced concrete element would be defined using the average values. In addition to the material nonlinear properties, the algorithm for large displacement problem that may give an additional deformation has been formulated using total Lagrangian formulation. The analytically predicted behavior was compared with test result and they showed good agreement in overall behavior.