• Journal of the Society of Disaster Information
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• v.14 no.4
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• pp.458-465
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• 2018

Purpose: Concrete track that affects on railway safety can detect cracks using image processing technique. However, since a condition of concrete track and surface noisy are obstructed to detect cracks, there is a need for a way to remove them effectively. Method: In this study, we proposed an image processing to detect cracks effectively for Korean railway and verified its performance through experiment. We developed image acquisition system for capture a railway concrete track and acquired railway concrete track images, randomly selected 2000 images and detected cracks in the image process using proposed Gabor Filter Bank methods. Results: As a result, 94% of detection rate are matched to the actual cracks in same quality and format railway concrete track image. Conclution: The crack detection method using Garbor Filter Bank was confirmed to be effective for crack image including noise in the Korean railway concrete track. This system is expected to become an automated maintenance system in the existing human-centered railway industry.

• Computational Structural Engineering
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• v.9 no.2
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• pp.133-142
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• 1996

In this paper, two different techniques for mixed-mode type engineering fracture mechanics are investigated to estimate the stress intensity factors by using p-version finite element model. These two techniques are displacement extrapolation with COD and CSD method and J-integral with decomposition method. By decomposing the displacement field obtained from p-version of finite element analysis into symmetric and antisymmetric displacement fields with respect to the crack line, Mode-I and Mode-II stress intensity factors can be determined using aforementioned techniques. The example problems for validating the proposed techniques are centrally and centrally oblique cracked panels under tension. The numerical results associated with the variation of oblique angle and the ratio of crack length and panel width (a /W ratio) are compared with those by theoretical values and empirical solutions in literatures. Very good agreements with the existing solutions are shown.

• Journal of Korean Society of Steel Construction
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• v.23 no.2
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• pp.159-167
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• 2011

Steel structure construction is currently increasing on account of the many merits of steel structures. Due to numerous environmental factors, many cracks and extensive corrosion occur in steel structures, which cause the deterioration of the performance and life cycle of such structures. Maintenance of steel structures is thus strongly demanded, for safety control. The inspection methods that are currently being used, however, are very limited and can detect only local defects in steel structures. They also take much time to use and incur high maintenance costs. Moreover, such methods cannot be applied to huge steel structures, which men find unapproachable. They also require much time due to the need for periodic checks, and may lead to cost loss. Therefore, the development of a monitoring system that can detect defects in whole structures and can reduce the repair and strengthening costs at an early stage is very much needed. In this study, the generation and propagation of cracks were monitored via the electric-potential-drop method (EPDM).

• Journal of the Korea institute for structural maintenance and inspection
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• v.17 no.4
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• pp.18-29
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• 2013

A new precast concrete (PC) beam and column connection system using non-prestressed wire strands was recently developed. The system is composed of one unit of two-storied PC-column and PC-beams with U-shaped ends. The connection part of the column and beams is reinforced by deformed bars and non-prestressed wire strands in combination for the improvement of workability. Structural performance of this system was verified by several experimental studies. The purpose of this study is developing a design concept of the beam reinforced by deformed bars and non-prestressed wire strands in combination, in terms of the cross-sectional analysis, based on the preceded experiment. A minimum and maximum reinforcement ratio and the calculation formula for the strength of flexural member reinforced by reinforcements having different yield strengths are derived based on KBC2009. Under consideration existing research results for the application of high strength reinforcement bars, the design yield strength of the non-prestressed wire strand is suggested. An example for the cross section design, satisfying the serviceability requirements, demonstrates the applicability of the design concept developed in the study.

• The Journal of the Petrological Society of Korea
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• v.26 no.1
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• pp.45-54
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• 2017

The characteristics of the rock cleavage in Jurassic Geochang granite were analysed using the distribution of microcrack lengths and spacings. The phases of distribution of the above lengths and spacings were derived from the enlarged photomicrographs(${\times}6.7$) of the thin section. First, the length and spacing-cumulative diagrams for the six directions of rock cleavages were arranged in increasing order($H2{\rightarrow}R1$) on the density(${\rho}$) of microcrack length. The various parameters were extracted through the combination of the above two types of diagrams. The discrimination factors representing the three quarrying planes and three rock cleavages were acquired through the mutual contrast between the values of parameters. The analysis results of the research are summarized as follows. The evaluation for the six directions of rock cleavages was performed using the parameters such as (1) intersection angle(${\alpha}-{\beta}$) and (2) exponent difference(${\lambda}_S-{\lambda}_L$) between two exponential straight lines related to spacing(${\alpha}$, ${\lambda}_S$) and length(${\beta}$, ${\lambda}_L$). The values of parameters(1 and 2) are in order of H(hardway, (H1 + H2)/2) < G(grain, (G1 + G2)/2) < R(rift, (R1 + R2)/2). On the contrary, the values of the above two parameters for three planes are in order of R < G < H. Meanwhile, the direction of convergence between two exponential straight lines was derived. The above direction is compliant to arrangement of the line os' centering around the line ol. The above two lines converge in the direction of the Y-axis when the line ol and line os' occupy the upper region on the left and the lower region on the right, respectively(R-type). On the contrary, the above two lines converge in the direction of the X-axis when the order of arrangement between line ol and line os' is reversed(H-type). Especially, the positive(+) or negative(-) value of intersection angle(${\alpha}-{\beta}$) is determined by the arrangement of two vertical lines. This type of correlation analysis is useful for evaluating the relative strength of rock cleavage and discriminating three quarrying planes.

• Journal of Welding and Joining
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• v.15 no.1
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• pp.46-54
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• 1997

The object of this paper is to evaluate SCC(stress corrosion cracking) susceptibility for parent metal and bond line region of weld joints which have the various weld heat input condtions in TMCP(thermo-mechanical control process) steel by SP-SSRT(small punch-slow strain rate test) method. And the SCC test results of TMCP steel are compared with those of the conventional HT50 steel which has te almost same tensile strength level like TMCP steel. The loading rate used was $3\times10^{-4}$mm/min and the corrosive environment was synthetic sea water. According to the test results, in the case of parent metal, TMCP steel showed higher SCC susceptibility than HT50 steel because of the high plastic strain level of ferrite microstructure obtained by accelerated cooling. And in the case of bond line, the both TMCP steel and HT50 steel showed low load-displacement behaviors and higher SCC susceptibility above 0.6. These results may be caused by theembrittled martensite structure on HT50 steel and by the coarsened grain and the proeutectoid ferrite structure obtained by the impart of accelerated cooling effect on TMCP steel.

• Korean Journal of Labor Studies
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• v.23 no.1
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• pp.165-195
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• 2017

This paper deals with 'men facing limits of lives' from a perspective of struggle for social recognition. Men facing limits of lives in this paper indicates activists who have dedicated to labor movements since 1970s, and struggle for social recognition means to fight to acquire recognition in terms of love, rights and values, from members of societies. This paper analyzes the process of their failure and frustration in pursuing passion for recognition. They formed democratic labor unions, as an effort for recognition, and this led to foundation of progressive parties. Nonetheless, they are standing on a crossroad between lethargic and depression, while they are pursuing reformation and revolution. Why is their passion cooled down and depression aggravated? This paper argues various rifts both in internal and external realms of labor activists as critical factor of the failure, and suggests communication to heal the rifts as an alternative.

• Journal of Digital Convergence
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• v.18 no.10
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• pp.219-224
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• 2020

The purpose of this study is to develop a device to replace the pre-boring method, which is generally constructed, to prevent pile damage caused by tension cracks that reason from tension waves generated during PHC pile construction on soft ground. Tension cracks are caused by tension waves from the hammer striking during the PHC pile hitting on the soft ground, which in turn leads to faulty construction. In order to prevent the occurrence of tension waves generated during driving, apply separate driving force increasing device to prevent the generation of tension waves, and pile damage as well. Also, it is an eco-friendly construction method that reduces smoke and noise by improving construction speed, reducing construction costs, and able to small equipment when developing equipment. This development equipment is a piece of effective equipment that can pioneer the Saemangeum reclamation area, the South-east Asian construction market, where the Deep soft ground is distributed.

• International Journal of Highway Engineering
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• v.14 no.2
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• pp.45-53
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• 2012

Hollows are easily made and bearing capacity is lowered near underground structures of concrete pavement because of poor compaction and long term settlement of the ground. Distresses occur and lifespan is shortened because of larger stress induced by external loadings expected than that in the design. In this paper, the distresses of the concrete pavement slab over box culverts were investigated at the Korea Expressway Corporation(KEC) test road. The transverse cracking of the slabs over the culverts was compared between up and down lines with different soil cover depth. The box culvert without soil cover and concrete pavement were modeled and analyzed by the finite element method(FEM) to verify the transverse cracking at the test road. Wheel loading was applied after self weight of the pavement and temperature gradient of the concrete slab at Yeojoo, Gyeonggi where the test road is located were considered. Positions of maximum tensile stress and corresponding positions of the wheel loading were found for each loading combination. Joint position minimizing the maximum tensile stress was found and optimal slab length over the culverts with diverse size were suggested.

• Journal of Biomedical Engineering Research
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• v.20 no.5
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• pp.609-616
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• 1999

심폐바이패스시 발생할 수 있는 튜브 마모 및 파쇄는 롤러펌프의 반복되는 압박에 의해 롤러펌프에 장착된 튜브 내벽에 균열이 생기고 이로 인해 미세한 비생물적 조각들이 혈액중으로 떨어져 나가는 현상을 말하는데, 임상적으로 치명적인 색전증을 초래할 수 있다. 그러나 아직 롤러펌프 튜브로 사용되는 PVC 및 실리콘 튜브 중 어느 쪽이 마모 및 파쇄 관점에서 더 우수한지는 체계적으로 밝혀지지 않고 있다. 이에 본 연구는 두 종류의 튜브를각각 일정 기간 롤러펌프에 장착하여 작동시킨 뒤 튜브내외면을 육안 및 주사형 전자현미경으로 관찰하였다. 즉 PVC 및 실리콘 튜브 (내경 1/2 인치의)들을 미리 정해진 폐쇄도 조절에 의해 폐쇄 회로 심폐비이패스 롤러펌프 헤드에 장착시키고 4.500ml/min에서 각각 4차례씩 1,2,4,6 시간 작동시켰다. 파쇄에 의한 색전 관찰 실험에서는 회로 중간에 동맥여과기를 설치하고 각각 6,9시간 씩 롤러펌프를 작동시켰다. 실험 후 튜브 및 여과기들을 수거한 후 육안 및 주사형 전자현미경 분석을 시행하였다. 실험후 튜브 및 여과기들을 수거한 후 육안 및 주사형 전자현미경을 분석을 시행하였다. 튜브 외부의 육안 관찰 결과 일반적으로 실라스틱 튜브에서의 외부 마모가 PVC 튜브에 비해 현저하였다. 주사형 전자현미경 관찰에서 PVC 튜브에서의 홈은 좁으면서 경계선이 뚜렷한 특징을 보였고 3시간 이상 롤러와 접촉한 튜브들에게서는 깊은 균열이 간헐적으로 관찰되었다. 반면, 실라스틱에서의 홈은 좁으면서도 경계선이 뚜렷한 특징을 보였고 3시간 이상 롤러와 접촉한 튜브들에게서는 깊은 균열이 간헐적으로 관찰되었다.반면 실라스틱에서의 튜브들에서는 홈이 상대적으로 넓고 경계가 덜 명확했으며, 특징적으로 V 자 모양의 융기부들이 간헐적으로 관찰되었다. 실라스틱 및 PVC 튜브 모두에서 50u 전후의 Craters 가 간헐적으로 관찰되었다. 여과기의 여과망에 대한 주사형 전자현미경 분석 결과 실라스틱과 PVC 튜브 실험군 모두에서 색전입자로 의심되는조각들이 발견되었으나 두군간 정량적 비교는 어려웠다. 결론적으로 롤러펌프에 의한 튜브 마모 및 파쇄현상은 실리콘 및 PVC 튜브의 재질에 따라 그 양상에는 차이가 있으나 임상적인 측면에서는 어느 쪽도 상대적인 우수성이 입증되지 못하였다.