• Journal of Welding and Joining
• /
• v.25 no.4
• /
• pp.65-71
• /
• 2007

Laser weldability of the aluminized steel for the full penetration welding will be described in this paper. We focused on the effect of Al coating conditions on weld strength. For these objectives, aluminized steel sheets that have various thickness and coating weight were prepared for laser welding. And then, tensile-shear and hardness test were carried out. At the same time, Al contents in weld after laser welding were analyzed and their correlations with mechanical properties were investigated. Besides, as removing partially coating layer, weldability has been investigated according to the position of coating layer. As a result of this study, tensile-shear strength was decreased with increasing Al contents in weld, and Al of coating layer caused grain growth.

• Proceedings of the Korea Multimedia Society Conference
• /
• 2003.05b
• /
• pp.385-388
• /
• 2003

영상의 에지는 입력 영상에 대한 중요 정보들을 가지고 있으며, 에지 추출은 영상인식의 성능을 좌우하는 중요 요소이다. 영상 에지 추출은 영상 분할의 첫 번째 단계이며, 영상의 구성을 결정하기 위해서 화소들을 하나의 영역으로 만드는데 사용되고 있다. 또한 에지 강도를 갖고 있는 모든 에지들을 검출하기 위해 많은 방법들이 제안되었다 기존의 에지 짐출은 흑백영상의 명암도의 변화에 국한되어 있었다 그러나 칼라영상을 이용하여 에지를 추출하는 경우에는 흑백영상보다 이용할 수 있는 정보가 많을 뿐 아니라 인간의 시각체계와도 유사하여 보다 나은 에지 추출을 기대할 수 있다. 본 논문에서는 칼라영상에서 직접적으로 얻을 수 있는 RGB 정보 중 광도를 분리하여 사용하는 YCbCr성분을 이용하여, 기존의 기울기연산자나 표면접합 템플릿에 의한 에지 추출이 아닌 3$\times$3 마스크안의 데이터값의 차에 따라 가변적으로 변하는 BBM템플릿을 제안하였다. 제안된 가변 BBM템플릿은 모의 실험한 결과 기존의 Sobel, Preweet, Roberts 같은 연산 템플릿보다 성능이 우수함을 확인하였다.

• Proceedings of the Korean Institute of Surface Engineering Conference
• /
• 2009.10a
• /
• pp.179-180
• /
• 2009

본 연구에서는 ENIG, ENEPIG 의 Pad 표면처리가 고속전단시험에 미치는 영향에 대해 연구하고자 하였다. Pad의 표면처리를 ENIG와 ENEPIG로 하여 고속전단시험을 수행하여 그에 따른 Shear force와 Shear energy를 측정하였다. 고속전단시험결과 ENEPIG 표면처리 시편이 ENIG의 표면처리시편보다 shear force와 shear energy의 값이 높게 나타났다.

• Proceedings of the Earthquake Engineering Society of Korea Conference
• /
• 1999.10a
• /
• pp.343-350
• /
• 1999

The purpose of this study is to compare the response of the high-strength concrete beam-column-slab subassembly with the response of a normal-strength concrete specimens. Four assemblies were designed 2/3 scale beam-column-slab joint(fc'=240kg/cm2 fc'=700kg/cm2) and tested to investigate seismic behaviour. From the test results 1) flexral cracks emerge to inside of bean deeply for high strength concrete member 2) the high-strength specimens represented stable hysteretic behaviour for the displacement ductility 5.5 but degradation in stiffness and strength and unstable hysteretic behaviors were observed owing to the brittleness of high-strength concrete beyond its range.

• Proceedings of the Earthquake Engineering Society of Korea Conference
• /
• 2006.03a
• /
• pp.168-179
• /
• 2006

This paper summarizes full-scale test results on CFT column-to-flat plate connections subjected to gravity loading. CFT construction has gained wide acceptance in a relatively short time in domestic building construction practice due to its various structural and construction advantages. However, efficient details for CFT column to flat plate connections have not been proposed yet. Based on the strategies that maximize economical field construction, several connecting schemes were proposed and tested. Test results showed that the proposed connections can exhibit punching shear strength and connection stiffness exceeding those of R/C flat plate counterparts. A semi-analytical procedure is presented to model the behavior of CFT column-to-flat plate connections. The five parameters to model elastic to post-punching catenary action range are calibrated based on the limited test data of this study. The application of the proposed modeling procedure to progressive collapse prevention design is also illustrated.

• Proceedings of the Earthquake Engineering Society of Korea Conference
• /
• 2006.03a
• /
• pp.180-190
• /
• 2006

Effects of panel zone (PZ) strength on cyclic seismic performance of the RBS connections was studied based on the validated finite element analysis. High-profile cyclic correlation of finite element model with the full-scale test results based on the material and geometric nonlinear post-buckling analysis was among the most significant consideration in this study. Numerical response results as affected by the panel zone strength reproduced the experimentally observed results quite reasonably. The finite element modeling capability of this study can be used to supplement or to replace in part the costly full-scale connection testing.

• Proceedings of the KSR Conference
• /
• 2009.05b
• /
• pp.559-564
• /
• 2009

Aluminum extrude is increasing to vehicle body manufacture of a recent railroad vehicle. Conventional welding of this aluminum extrude has been used MIG welding or resistance spot welding mainly. But the advanced manufactures like Japan's tried to apply the friction stir welding and friction spot joining at railroad vehicle body manufacture process. Therefore in this paper we tried to study to apply friction stir welding to AL 6005-T6 extrude which has been manufactured the railroad vehicle mainly. In this study we investigated first the mechanisms to affect the welding strength in friction stir welding. After we made the 3 tools of different shape, we observed how the welding strength changed while changing the welding time and the rotation speed, the plunging depth.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.19 no.3
• /
• pp.614-618
• /
• 2018

The changes in the mechanical properties according to the width of the tool shoulder, rotation speed and moving speed in friction stir welding (FSW) are evaluated using Al 6061-T6. The results indicated that the tensile strength value increases with increasing rotation speed. The higher the moving speed of the tool shoulder, the lower the tensile strength, regardless of the tool type. A higher tensile strength value was generally obtained with a tool shoulder diameter of 12mm (TSD12) than with 8mm. When the moving and rotation speeds exceed a limiting value, a stabilization stage is reached, in which (the tool shoulder diameter?) no longer affects the material properties. At a tool shoulder diameter of 8mm (TSD8), the material properties are decreased and the mixture of material in the welding area is incomplete in comparison with the tool type of TSD12. The tensile strength value is decreased at a rotation speed of 1500 rpm. As a result, a rotation speed higher than the threshold value is needed in order for and the transition temperature to be reached, which allows the complete mixing of the material in the welding area.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.26 no.1
• /
• pp.29-38
• /
• 2022

Recently, seismic design for anchors is required, which are used for connecting structural members and non-structural and structural members. In this study, pull-out tests on the new expansion anchors which have been developed for cracked concrete. The anchors of 12 mm and 20 mm diameters were tested which are commonly used. Experiments were conducted on non-cracked concrete and cracked concrete to evaluate the seismic performance of the post-installed anchor. The experimental method complies with the specified test protocol (KCI, 2018). Three experimental variables are included in this study: presence of cracks, concrete compressive strength, and effective embedment depth. The strength of the anchors was evaluated with the characteristic capacity K_5% determined from the test results incorporated with the safety of 5% fractile. The characteristic capacity K_5% of the non-cracked and cracked concrete specified in KDS 14 20 54 are 9.8 and 7.0, respectively. Test results show that all groups except the three groups have higher characteristic capacity K_5% than the KDS code and the nominal strengths of the tested anchors can be determined with the obtained characteristic capacity K_5%.

• Journal of the Korean Wood Science and Technology
• /
• v.32 no.4
• /
• pp.66-73
• /
• 2004

Three species of Italian poplar (Populus euramericana), red pine (Pinus densiflora) and oriental oak (Quercus variabilis) were selected for this study. They were cut so that the distances between each of tips and roots for a pair of fingers were 0, 0.15, 0.30 and 0.45 mm. Poly vinyl acetate (PVAc) and resorcinol-phenol resin (RPR) were used for finger-jointing. Compressive test parallel to the grain was conducted for the finger-jointed specimens. The results were as follows: The efficiency of compressive Young's modulus of finger-jointed timber to solid wood indicated low values, whereas the efficiency of compressive strength indicated high values of more than 90% in all species, especially, it was found that those of red pine indicated markedly high values of more than 97%. The efficiency of compressive displacement of Italian poplar finger-jointed timber was 2 times higher than solid wood, and it was 1.2 and 1.3 times higher than solid woods in red pine and oriental oak, respectively. Also, it was found that 0, the distance between each tip and root for the fingers, indicated the highest efficiency of compressive strength performance in Italian poplar finger-jointed timber, and for red pine and oriental oak finger-jointed timbers, the distances of 0.15 and 0.30 were found to indicate the highest efficiency.