• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.32 no.8
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• pp.82-90
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• 2004

The mechanical characteristics of three types of core with two-dimensional isotropic patterns-triangular, hexagonal and starcell-were studied in applications to sandwich structures. The Young's modulus and shear modulus were calculated for the three core types in the direction normal to the faces. The compressive buckling strength and shear buckling strength were calculated by modeling each cell wall of the core as a plate under compressive or shear load. To verify this model, tests were conducted on scaled specimens to measure the compressive buckling strength of each core. The bending flexibilites of the three cores were also studied. Compliances for the three cores were measured using biaxial flexural tests. The three isotropic core patterns exhibited distinct characteristics. In the direction normal to the faces, all three cores had the same stiffness. However, the starcell core exhibited high flexibility compared to the other cores, indicating potential for application to curved sandwich structures.

• Journal of Korean Society of Forest Science
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• v.58 no.1
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• pp.23-26
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• 1982

The chemical components in sap and heart wood of Q. variabilis and Q.serrate grown in Mt. Jiri were analyzed Q. variabilis ash contents were 0.57%, in sap wood portion and 1.00% in heart wood. Of the extractives cold water extractives were 5.74% in sap wood and 4.77% in heart wood. Hot water extractives were 6.33% in sap, 6.30% in heart wood portion. 1% caustic soda extractives were 15.52% in sap wood and 15.63% in heart wood. Alcohol-benzol extractives were 4.89% in sap wood and 2.96% in heart wood Holocellulose contents were 73.19% in sap wood, 78.83% in heart wood. Lignin contents were 21.76% in sap wood and 18.14% in heart wood portion. In pentosan contents there were 15.92% in sap wood and 26.50% in heart wood. In Q serrata ash contents were 0.26% in sap wood and 0.27% in heart wood. Cold water extractives were 2.81% in sap wood and 2.04% in heart wood. Hot water extractives were 5.32% in sap wood and 7.08% in heart wood portion. 1%-C austic soda extractives were 15.73% in sap wood and 16.55% in heart wood. Alcohol-benzol extractives were 3.93% in sap wood and 3.51% in heart wood. Holo celluloe contents were 74.21% and 74.84% in sap and heart wood portion respectively. Lignin contents were 14.11% in sap wood and 19.19% in heart wood. Of the pentosan contents there were 20.75% and 21.44% in sap and heart wood respectively. In conclution ash, holocellulose, lignin and pentosan contents showed always consistent differences between sap and heart wood in Q.variabilis, but in Q.serrata only lignin content showed slight difference between sap and heart wood.

• The Journal of Korean Philosophical History
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• no.28
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• pp.331-362
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• 2010

Simjae defined the relationship between Learning of Classics and Learning of the Mind-and-Heart as mutually interdependent. Clarifying "righteousness and principle" lies within the purview of "knowledge" and cultivating the mind-and-heart based on such knowledge lies within the realm of "action." Learning of Classics and Learning of Controlling the Mind-and-Heart thus can be understood as relationship between knowledge and action. If Simjae's theory of knowledge and action is applied to the relationship between Learning of Classics and Learning of the Mind-and-Heart, we can derive the following conclusion. His assertion that "knowledge precedes action" indicates that classical studies to explore the principle of goodness must precede mind-and-heart studies to cultivate the mind. In fact, only when we know what is the right principle can we cultivate our mind based on that principle. However, Simjae attached importance to action in terms of its significance. This means that the Learning of the Mind-and-Heart is "eventually more important" than the Learning of Classics which explores the principle of goodness. Thus, when linked to his theory on knowledge and action, Simjae 's philosophy founded on the twin pillars of classical studies and mind-and-heart studies can be summarized: "One must first delve into the principle of goodness through Confucian classical studies and then rectify one's mind based on knowledge thus gained."

• Journal of Korean Society of Steel Construction
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• v.20 no.2
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• pp.355-364
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• 2008

The Buckling-Restrained Braces (BRB) has been developed to inhibit buckling and exhibit stable behavior under both tensile and compressive cycles. In this study, an experimental has been conducted by using the strength of its members and loading protocols as parameters to evaluate the structural performance of BRB (without in-filled concrete). Specimens are composed of an inner core and an outer tube with different steel strengths. When high-strength steels were used as inner cores, the ductility of BRB decreasedm and the requirements (Cumulative Plastic Ductility) of the AISC Seismic Provisions were not satisfied. However, when high-strength steels were used as inner cores instead of conventional strength steel cores, the maximum capacity increased significantly and displayed similar performance in total energy dissipation.

• Composites Research
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• v.14 no.6
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• pp.1-8
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• 2001

In this paper, the sandwich panel composites consisting of core material and face sheet were studied to evaluate the mechanical properties, noise level and fire resistance including flammability, smoke, and toxicity. Four types of sandwich panel were prepared using various kinds of panel and honeycomb materials. It was observed that Al honeycomb/Al skin composite materials had the excellent flatwise tensile strength and edgewise compressive strength compared with other types of composites. The flatwise compressive strength and flexural strength of Nomex honeycomb/Al skin composite were higher than those of other composites. PMI form/Al skin composite showed the higher core shear strength and facing bending strength. From the experimental results of flame resistance tests, it can be said that the phenol based skin composite has the excellent flame retardation properties, which are similar to those of the commercial skin composites.

• Journal of Korean Society of Steel Construction
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• v.20 no.1
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• pp.33-42
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• 2008

Buckling-Restrained Braces (BRB) has been developed to inhibit buckling and exhibit stable behavior underboth tensile and compresive cycles. In this study, an experime nt has been conducted by using the strength of its members and loading protocols as parameters to evaluate the structural performance of BRB (without in-filed concrete). Specimens are composed of an inner core and an outer tube with diferent steel strengths. When high-strength steels were used as iner cores, the ductility of BRB decreased, and the requirements (Cumulative Plastic Ductility) of the AISC Seismic Provisions were not satisfied. however, when high-strength steels were used as inner cores instead of conventional strength stel cores, the maximum capacity increased significantly and displayed similar performance in total energy dissipation.

• Composites Research
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• v.25 no.1
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• pp.19-25
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• 2012

The study investigated the buckling behavior of sandwich composite columns with different hole sizes and hole positions when they were applied to a compressive load. The columns consisted of 1.7mm thick faces of glass fabric/epoxy and 23mm, 37mm, 48mm, and 61mm thick cores of urethane-foam. Different hole sizes with the diameter of 25mm and 38mm were considered in this experiment. To evaluate the effect of hole position on the buckling behavior, we considered three types of hole position: 25mm diameter hole located at the center, 25mm diameter hole at 1/4 position from the center to the end of the column, and 25mm diameter hole at 1/2 position from the center to the end of the column. According to the results, buckling and maximum loads of the column having 25mm diameter hole were lower by 10% compared to those of the column without hole, whereas the loads for the column having 38mm diameter hole were 30% less than those of the column without hole. Hole position appeared to have no effect on buckling and maximum loads. Major failure modes were observed as follows: the core shear failure for the thin columns having 23mm and 37mm thick cores, and the face-core debonding for the thick columns having 48mm and 61mm thick cores.

• Journal of the Society of Naval Architects of Korea
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• v.30 no.1
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• pp.134-144
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• 1993

Sandwich plate is consisted of equal two isotropic, thin, stiff and strong sheets of dense material separated symmetrically by an isotropic thick layer which may be much less stiff and strong. This study analyzed the dependency of the natural frequencies and mode shapes of sandwich plates on material properties, thicknesses of faces and cores, and various boundary conditions using Rayleigh-Ritz method. E-glass Woven Roving and another two kinds of materials were selected as a face, P.V.C. and another kinds of materials were selected as a core. Natural frequencies and mode shapes obtained by Rayleigh-Ritz method were compared with F.E.M. solutions using ADINA program.

• Proceedings of the KSME Conference
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• 2007.05a
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• pp.130-135
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• 2007

The mechanical characteristics of three types of core with two-dimensional isotropic patterns-triangular, hexagonal and starcell-were studied in applications to sandwich structures. The Young's modulus and shear modulus were calculated for the three core types in the direction normal to the faces. The compressive buckling strength and shear buckling strength were calculated by modeling each cell wall of the core as a plate under compressive or shear load. To verify this model, tests were conducted on scaled specimens to measures the compressive buckling strength of each core. The bending flexibilities of the three cores were also studied. Compliances for the three cores were measured using biaxial flexural tests. The three isotropic core patterns exhibited distinct characteristics. In the direction normal to the faces, all three cores had the same stiffness. However, the starcell core exhibited high flexibility compared to the other cores, indicating potential for application to curved sandwich structures.

• Proceedings of the KAIS Fall Conference
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• 2012.05b
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• pp.646-648
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• 2012

본 연구에서 다루는 복합재료는 알루미늄 폼으로써 다공성 구조체로 고체 알루미늄 금속에 비하여 비중이 1/10 정도로 작고, 충격에너지 흡수가 우수하다. 본 연구에서는 다공성 심재를 갖는 복합재료 알루미늄 폼 코어의 충격실험을 실시하여 기계적 특성을 파악하였다. 시험편은 알루미늄 폼 코어를 갖는 복합재료로써 시험편에 50J의 저 충격에너지를 가하도록 하였다. 그 결과, 모든 실험에서 스트라이커가 상부면재 통과 시 최대하중이 나타났고, 이때의 최대하중 값은 약 5.5 KN으로 나타났다. 또한 최대 하중 발생 시간은 50J일 때 약 4.2 ms가 나왔다. 최대 하중이 발생한 후, 즉 상부 면재 통과 후에 실험에서는 약 10 mm정도를 더 뚫으면서 심재에 까지 손상을 주었지만 하부 면재에는 손상을 주지 못하였다. 이로써 스트라이커가 알루미늄 폼 코어 샌드위치 복합재료를 통과 할 때 상부면재 통과 시 최대 하중이 발생하고 심재를 지나며 서서히 감소되는 것을 볼 수 있었다.