• Journal of the Computational Structural Engineering Institute of Korea
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• v.22 no.6
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• pp.519-525
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• 2009

In this study a cohesive zone model was used to simulate the delamination phenomena which occurs by a successive crack initiation and propagation in composite laminates. The cohesive zone model was incorporated to the classical finite element method via cohesive element formulation and then implemented into the user-subroutine UEL of a commercial finite element program Abaqus. To validate the formulation and implementation of the cohesive element the finite element results were compared with the experimental data of double cantilever beam and end notched flexure tests. The numerical results well agree with the experimental load-displacement curves. Also the effect of the elastic stiffness and the size of the cohesive element on the global load-displacement curves were studied numerically. To minimize the mesh-dependency of the crack propagation path and eliminate the zig-zag patterns in the load-displacement curve, cohesive elements should be refined at the crack-tip.

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2011.03a
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• pp.60-60
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• 2011

막구조는 근래에 와서 대공간 구조 및 지붕구조에 가장 보편적으로 사용되는 경량 인장 구조물로 각광받고 있다. 구조용 막재는 풍하중 및 설하중에 충분히 감당할 수 있도록 강도와 내구성을 가지고 있어야 한다. 일반적으로 막구조 재는 PVC코팅 폴리에스터막, 실리콘코팅 유리섬유막, PTFE코팅 유리섬유막이 있다. 제직되는 원단의 크기가 한정되어 있기 때문에 재단 후 접착하여 제작한다. 이 때문에 이음부분이 나 재단부분에 코팅으로 인한 접착이 어려워 고온고압으로 접착을 한다. 이 연구에서는 실리콘코팅 유리섬유막의 접착시 어려움을 보완하기 위해 저온 Plasma를 이용한 처리법으로 방전에 의해 Plasma를 발생시켜 50w, 100w 출력으로 10분, 20분간 처리하여 그 결과를 접촉각과 SEM 관찰을 통해 표면처리를 관찰하였다. Plasma 처리로 인해 실리콘 표면층에 균열이 발생하고 표면이 갈라짐을 확인할 수 있었다. 접촉각측정 결과 Plasma 출력과 시간의 증가함에 따라 접촉각은 감소하였다. 실리콘코팅 원단에 저온 Plasma 처리한 후 표면 특성을 분석하고 원단을 접착을 시켜 박리 강도를 측정함으로써 막구조 원단의 접착력 향상에 대한 연구를 진행하였다. KS K 0533 접착포의 박리 강도 시험방법으로 실리콘코팅 원단의 박리 강도를 측정한 결과 플라즈마 처리 원단이 플라즈마 미처리 원단보다 박리 강도가 향상된 것을 확인할 수 있었다. 저온 Plasma 처리 시간이 증가할수록 표면의 젖음성을 향상시켜 접촉각을 낮추었다. 이는 곧 표면에너지의 증가를 뜻하는 것으로 접착력을 증가시켜 실리콘코팅 원단의 접착성을 시킴으로써 강한 강도와 내구성을 갖춘 막구조물의 개발에 기대되고 있다.

• Journal of Conservation Science
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• v.11 no.1 s.14
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• pp.1-14
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• 2002

After the construction (1398 year at first, secondarily reconstructed at 1448 year), the Soongryemoon (South Gate) had been preserved to late 19c without large damages. The present shape of the gate have been kept after the repairments of two times (1953, 1963). However, the rocks constituting the walls of the gate have been strongly weathered, exfoliated and cracked due to severe changes in the environment as traffic increase, air pollution and the subway which may seem also to cause the structural unstability. The rocks composed of the walls of the gate are almost of granites. On the rocks such deteriorations as onion structure, surface exfoliation, cracks, and edge breakout are developed. These deteriorations may be caused genetically by strong weathering, differential load due to possibly structural unstability, impact and unknown reasons. For the establishment of conservation plan, the factors of these deterioration phenomena and structural unstability must be quantitatively analyzed and diagnosed in detail.

• Journal of the Microelectronics and Packaging Society
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• v.7 no.4
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• pp.31-35
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• 2000

The stress state developed in a thin adhesive layer bonded between the semiconductor chip and the leadframe and subjected to a shear loading is investigated. The boundary element method (BEM) is employed to investigate the behavior of interface stresses. Within the context of a linear elastic theory, a stress singularity of type $\gamma^{\lambda=1}$(0<1<1) exists at the point where the interface between one of the rigid adherends and the adhesive layer intersects the free surface. Such singularity might lead to edge crack or delamination.

• Journal of the Korean Society of Manufacturing Technology Engineers
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• v.8 no.2
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• pp.80-85
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• 1999

The purpose of this work is to investigate fatigue damage of quasi-isotropic laminates under tensile loading in different directions. Low cycle fatigue tests of [0/-60/+60]a laminates and [+30/-30/90]s lamina tes were carried out. Material systems used are AS4/Epoxy and AS4/PEEK. The fatigue damage of [+30/-30/90]s is very different from that of [0/-60/+60]s. The position of delamination generated at AS4/Epoxy and AS$/PEEK laminates were differentiated by the matrix difference that is, we suppose, the value of both GIcr(critical energy release rate of mode-I) and GIIIcr(critical energy release rate of mode-III) difference.

• Proceedings of the Korean Society of Disaster Information Conference
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• 2016.11a
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• pp.198-199
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• 2016

기존 콘크리트 구조물의 내력 및 처짐에 저항하기 위하여 섬유시트를 사용한 복합섬유 패널 보강재를 셋 앵커를 이용하여 콘크리트 구조물과 일체화시키는 공법을 개발하였다.. 본 연구에서 적용된 실험 결과에 의하면 엥커+에폭시 보강 I 시험체가 기준시험체에 비하여 최대하중이 3.13배 증가, 동일 앵커갯수인 앵커보강시험체에 비하여 1.14배 증가하여으며, 에폭시보강시험체는 기준시험체에 비하여 최대하중이 3.08배 증가하였으나 계면에서 섬유박리로 인한 취성 파괴가 발생하였다.

• Magazine of the Korea Concrete Institute
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• v.9 no.6
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• pp.129-137
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• 1997

본 논문의목적은 단조증가하중을 받는 강판 및 탄소섬유 sheet 로 보강된 철근콘크리트 단순보의 역학적 거동특성을 규명하기 위한 것이다. 본 연구의 목적을 달성하기 위하여 단부응력해석이 고려된 비선형 해석프로그램을 개발하였으며, 적용된 재료비선형모델은 콘크리트인 경우 tensile strain softening이 고려된 응력-변형율선도, 철근과 강판에 대해서는 bilinear 모델, 그리고 탄소섬유 sheet에 대해서는 완전탄성체의 모델이 적용되었다. Debonding 에 대해서는 보강재 단부의 전단응력에 의한 콘크리트박리하중을 Roberts의 해석적방법을 수정하여 계산하였다. 또한 개발된 프로그램은 실험결과 및 ADINA에 의한 해석결과와 비교하였으며, 보강단면 등에 따른 거동을 잘 예측하는 것으로 나타났다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.6
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• pp.147-154
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• 2008

Experimental study has been performed in order to investigate the behavior of RC beams strengthened with externally unbonded post-tensioned CFRP (Carbon Fiber Reinforced Polymer) strips using embedded or stud-type plate anchorages. Total 10 small-scaled specimens were manufactured with the different post-tensioning level and types of mechanical anchorage as a main test parameter. A control specimen and specimens with simply bonded CFRP strips were included to compare the structural performances of each system. From the test results, it was observed that the specimens strengthened with simply bonded CFRP strips showed debonding failure below 50% of CFRP tensile strength due to premature debonding. On the other hand, all the specimens strengthened with post- tensioned unbonded CFRP strips reached the rupture strength of the CFRP strip. Also, it was observed that the specimens with stud-type anchorage have equivalent strengthening performance compared with embedded-type anchorage.

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.4
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• pp.141-148
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• 2008

In the recent construction industry, Carbon Fiber Reinforced Polymers(CFRPs) have been highly considered as innovative strengthening materials for civil structures due to their superior material properties. This paper is to offer design data and strengthening efficiency of reinforced concrete beams strengthened with CFRP Plate. Static tests were carried out to evaluate failure modes and strengthening capacity. Displacements and strains of steel and CFRP plates were obtained and analyzed through a series of fatigue tests. Also, Those evaluated the energy dissipation. Results of the tests showed increase in strengthening ratios caused debonding failure at the end of beams. For the beams wrapped with CFRP sheets around the end of the plates, debonding failure mode that was induced from flexural cracks was indicated. Through the fatigue tests, it was observed that displacements, strains of steel and CFRP plates converged into certain values. It is also proved that the beams strengthened with CFRP plates are able to resist fatigue loading under serviceability.

• Tunnel and Underground Space
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• v.19 no.6
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• pp.545-557
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• 2009

In order to investigate dynamic damage mechanism of brittle materials, Split Hopkinson Pressure Bar (SHPB) have been adapted to apply different impact levels to rocks in South Korea. High resolution X-ray Computed Tomography (CT) was used to estimate the damage in tested rock samples nondestructively. The cracks which are parallel to the loading axis are visible on the contact surface with the incident bar under lower level of impact. The surface cracks disappeared with increment of impact level due to confined effect between the incident bar and sample, while axial splitting are happened near the outer surface.