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Journal of the Korean wood science and technology | 2011

A Study on the Compressive Capacity of Yellow Poplar Skin-timber

Gwang-Chul Kim

The yellow poplar is an appropriate species for the age of low carbon green growth, because its absorption rates of ozone is greatly excellent, and also the absorption rates of carbon dioxide causing climate changes is very remarkable. The yellow poplar, which is a kind of rapid growth tree, shows a lack of performance as a structural member, however, it is suitable to use a variety of purposes like furniture materials, interior materials, plywood materials, and so on. In this study, the structural size skin-timbers were made by using the yellow poplar, and the compressive capacity was evaluated, also the numerical model was developed for the various uses. The rectangular shape skin-timber presented a good performance by showing 56.3% residual strength about the solid material. In case of the cylinder shape skin-timber showed a possibility to use diversely as a furniture material, as well as a structural uses, because almost 50% compressive capacity of material even though its residual area rates was 25%. Both rectangular shape and the cylinder shape represented that `Brooming or end rolling` were the major failure mode, and partly splitting failure mode. The compressive capacity of the rectangular shape which residual area rates was large was higher than the cylinder shape, but it did not show statistical significance about the compressive capacity between them. Thus, it will be possible to use them mixed for a convenience of users. The result of the numerical analysis model was quite similar to actual test of the compressive capacity. Therefore, the yellow poplar can be utilized in the development of various uses by applying numerical analysis model about a variety of shapes and dimensions.


Journal of the Korean wood science and technology | 2010

A study on the compressive strength of the improved skin-timber.

Gwang-Chul Kim

As compared with existing center-boring timber, skin timber which be hollowed out of its considerable inner parts has some merits as like short drying time, less developed checks during drying, a advantage of lower MC (8~%), more easy injection of chemicals, a possibility of using as a lighter structural heavy timber including Hanok and heavy timber construction, a possibility for the various living necessaries and furniture materials. However, development of hybrid skin timber is required for using as a value-added materials and giving a confidence for the structural safety of skin timber to general user. Thus, improved pine skin timber (IPST) and improved larch skin timber (ILST) were manufactured using the lighter steel plate possible. And compressive capacity of improved skin timber was analyzed. From the results of this study, the following conclusions have been made: 1. Both of IPST and ILST can give a uniformity of material capacity compared with non-treated skin timber. 2. Both IPST and ILST, there was not statistical significancy among the thickness of steel plate. Therefore, it concluded that it was not necessary to use thicker steel plate. 3. There was also not statistical significancy between IPSR and ILST, so it need not to be selective about the species of improved skin timber. 4. IPST showed various failure types, but most failure types of ILST is a splitting type.


Journal of the Korean wood science and technology | 2013

Evaluation of the Partial Compressive Strength according to the Wood Grain Direction

Chun-Young Park; Hyung-Kun Kim; Jun-Jae Lee; Gwang-Chul Kim

ABSTRACT Bearing occurs by the rotations of members induced from horizontal or vertical load at traditional wood-en joint in frame. The bearing between wooden members is not occurring at the whole surface of joint, but occurring only at the particular bearing area. In this study, partial bearing according to the different grain direction was evaluated. The partial compressive strength showed 3 times higher than pure com-pressive strength perpendicular to grain, 1.5 times higher than parallel to grain and 3.3 times higher than both of them. It is expected that this result can be very importantly applied when evaluating and analyzing the actual behavior of traditional wooden mortise and tenon joint. Keywords : embedment, partial compressive strength, mortise and tenon joint, wood grain 1. INTRODUCTION Bearing behavior to wood members occurs at inner part of the connection and does in between post and beam member of the connection when it is subjected to horizontal or vertical load, which is the formal characteristic of the connection of Korean traditional post-beam structure. In the past, researchers applied compressive strength of wood according to wood direction and Hankins’ equation for the structural analysis of mortise and tenon joint. However it is apt to face two pro-blems as considering behavior of the real con-nection; 1) bearing of wood is not the result of the whole compression but the result of partial compression, 2) not easy to apply Hankins’ equation because the contact area changes with the rotational angle although surface which sub-jected to compression have angle to the grain, Partial compression means the bearing sub-jected not to the whole surface but part of the surface. In this case, the shear behavior occurs at the boundary between two members and the com-pression to the grain act on the contact area at the same time. It leads to higher strength than the previous whole compression strength (Fig. 1).


Journal of the Korean wood science and technology | 2012

A study on the Bending Property of Structural Size Skin-Timber

Gwang-Chul Kim

Recently, the demand and supply on the Hanok have been increased. However, Hanok should be requested larger section of structural members because of excessive roof weight. So, structural skin-timber was manufactured to get a lightweight structural member. The structural skin-timber has exterior shape with larger section but a great volume of wood be removed. The reduced strength of structural skin-timber can be supplemented by hybridizaion of structural member. Japanese larch and Domestic pine were used to manufacture the structural skin-timber. Structural skin-timbers of rectangular shape and cylinder shape were manufactured and tested to evaluate the bending properties. The intended strength property could not be obtained because member had been suffered severe damage by precision deficiency of manufacturing machine. However, if precision of manufacturing machine would be improved and additional hybridizaion of structural skin-timber would be done, lightweight structural member will be able to be manufactured. Structural skin-timber did not showed statistical significancy between two species, so it is possible to use pine mixed with larch. Only MOR of larch showed statistical significancy between rectangular shape and cylinder shape, so it is necessary to use of those as separate things. However, the rest of skin-timber can be judged mixed using because of non statistical significancy. The objective of this study was the development of lightweight larger structural member with relatively strength. If hybrid member of skin-timber could be developed with wood-ceramics, lightweight steel and more, it can be possible to be used as a building material of Hanok, interior material, post & beam construction material and more.


Journal of the Korean wood science and technology | 2010

Mechanical Properties and Sound Absorption Capability of Shipbuilding Plywood Waste

Chun-Won Kang; Gwang-Chul Kim; Hee-Jun Park; Wook Kang

적절한 용도개발이 필요한 조선산업 폐합판의 흡음성능과 기계적 성질을 파악하고자 메이플과 메란티 폐합판을 적층하고 재단하여 폐합판재활용보드를 만들어 전달함수법으로 흡음율을 측정하고 휨강도를 측정하였다. 메이플과 메란티에서 제작된 폐합판 적층 보드의 최대강도는 각각 534와 414 kgf/


Journal of the Korean wood science and technology | 2010

A Study on the Estimation for the Compressive Strength of Member According to the Knot Types

Gwang-Chul Kim

cm^2


Journal of the Korean wood science and technology | 2003

Distribution Characteristics of Bending Properties for Visual Graded Lumber of Japanese Larch

Jun-Jae Lee; Gwang-Chul Kim; Kwang-Mo Kim; Jung-Kwon Oh

으로 나타나 상용합판과 비교하여 비슷한 강도성능을 나타내었다. 측정주파수범위에서 메란티 폐합판재활용보드의 흡음율은 0.25 전후의 수치를 나타내어 비교 대상인 섬유판과 신갈나무 시험편보다 높은 흡음율을 나타내었다. 폐합판 재활용보드의 측면을 슬라이스절삭하여 제작한 보드는 우수한 강도적 성능과 흡음성능으로 실내장식재로의 재활용이 기대되었다. 【Sound absorption capability and bending strength of laminated ship-building plywood waste of maple and melanti wood were estimated. Sound absorption coefficients of wood had been measured by the two microphone transfer function method and bending strength examined by three point loading. The maximum strength in bending of laminated ship-building plywood waste of maple and melanti wood were 534 and 414 kgf/


Journal of the Korean wood science and technology | 2007

Development of Numerical Analysis Model for the Behavior Analysis of Bolted Connection

Gwang-Chul Kim

cm^2


Journal of the Korean wood science and technology | 2005

Measurement of the Sound Absorption Coefficient of Fiberboard by Two Microphone Method

Chun-Won Kang; Hee-Jun Park; In-Soo Jeong; Gwang-Chul Kim

, respectively. The sound absorption coefficients of laminated ship-building plywood waste were higher than mongolian oak and fiber board, well used construction material. Especially, in the case of laminated ship-building plywood waste of melanti wood, average sound absorption coefficient was about 0.25. It was surmised that the laminated ship-building plywood waste can be used as interior materials because of its good mechanical and sound absorption properties.】


Journal of the Korean wood science and technology | 2004

Study on the Reliability Analysis of Wood Floor System Exposed to Fire

Gwang-Chul Kim; Jun-Jae Lee

Finite element numerical analysis was conducted with using the knot data which has a strong influence on the prediction of capacity for the structural wood member. Wood is a orthotropic property unlike other structural materials, so orthotropic property was applied. Knot was modelled as a cylinder shape, cone shape, and cubic shape. Compressive test was carried out to investigate the failure types and to calculate ultimate strengths for the wood members. Numerical model which can reflect the member size, number of knot, location of knot, size of knot was created and analyzed. By the numerical analysis using the ultimate compressive strength, numerical stress distribution types of each specimen was compared to real failure types for the test specimen. Cylinder shape modelling might be most reasonable, according to the necessary time for the analysis, the difficulty of element meshing, and the similarity of stress transfer around knot. Moreover, according to the stress and deformation distribution for the numerical analysis, failures or cracks of real specimen were developed in the vicinity of stress concentrated section and most transformed section. Based on the those results, numerical analysis could be utilized as a useful method to analyze the performance of bending member and tensile member, if only orthotropic property and knot modelling were properly applied.

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Jun-Jae Lee

Seoul National University

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Hee-Jun Park

Chonbuk National University

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Chun-Young Park

Chonbuk National University

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Hyung-Kun Kim

Seoul National University

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Jung-Kwon Oh

Seoul National University

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Wook Kang

Chonnam National University

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Kwang-Mo Kim

Forest Research Institute

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