• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.782-791
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• 2009

This study was carried out the laboratory tests and field plate load test in order to evaluate the reinforcement effect of geocell for road construction. The geocell-reinforced subgrade shows the increment of cohesion and friction angle with comprison of non-reinforced subgrade. In addition, the field plate load test was performed on the geocell-reinforced subgrade to estimate the bearing capacity of soil. The direct shear test was conducted with utilizing a large-scale shear box to evaluate the internal soil friction angle with geocell reinforcement. The number of cells in the geocell system is varied to investigate the effect of soil reinforcement. The theoretical bearing capacity of subgrade soil with and without geocell reinforcement was estimated by using the soil internal friction angle. The field plate load tests were also conducted to estimate the bearing capacity with geocell reinforcement. It is found out that the bearing capacity of geocell-reinforced subgrade gives 2 times higher value than that of unreinforced subgrade soil. In the future, the reinforcement effect of the geocell rigidity and load-balancing effect of the geocells should be evaluated.

• 대한치과기공학회지
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• 제39권3호
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• pp.153-159
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• 2017

Purpose: In this study, a corresponding porcelain coating material was applied to dental Co-Cr metal among PFM. Methods: The bonding strength of the fired specimens was measured by a three-point flexural rigidity test. SEM/EDS was used to observe the surface component of specimens. Results: First, All groups were higher than the minimum bonding strength of 25 MPa specified in ISO 9693 for dental metal-ceramics specimens. Second, The bonding strength of control group(WO) is 44.64 MPa. Experimental group DM was 35.45 MPa and DP was 31.82 MPa(P<0.05). Tukey's HSD tests results have shown that the bonding strength in control group(WO) is higher than that of experimental group(DM, DP). Third, In the case of metal - porcelain bonding strength, the application of opaque porcelain and firing were higher than those of the group treated with degassing process. Conclusion: The bonding strength was higher when the powder opaque porcelain was applied than the paste opaque porcelain.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.427-434
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• 2002

In Korea, there are recently many attempts to expand a temporary soil nailing system into a permanent soil nailing system since the first construction in 1993. In the downtown area, it is important that the relaxation of the ground is minimized in the ground excavation works. Due to these problems, soil nailing systems are often used the flexible facing such as shotcrete rather than the rigid facing such as SCW, CIP, and jet grout types in Korea. The soil nailing systems with rigid facings are used greatly however it is insufficient researches for design and analysis of soil nailing systems with rigid facings. In this study, various laboratory model tests are carried out to examining the influence the rigidity of facings on the global safety of soil nailing system, failure loads, displacement behaviour, axial force acting on the nails, and distribution of earth pressure. Also, the parametric studies are carried out for the typical section of soil nailed walls according to thickness of concrete facings and internal friction angle of soil using the numerical technique as shear strength reduction technique.

• Structural Engineering and Mechanics
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• 제57권2호
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• pp.295-313
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• 2016

In this study, the three-dimensional finite element method is used to determine the stress intensity factor in Mode I and Mixed mode of a centered crack in an aluminum specimen repaired by a composite patch using contour integral. Various mesh densities were used to achieve convergence of the results. The effect of adhesive joint thickness, patch thickness, patch-specimen interface and layer sequence on the SIF was highlighted. The results obtained show that the patch-specimen contact surface is the best indicator of the deceleration of crack propagation, and hence of SIF reduction. Thus, the reduction in rigidity of the patch especially at adhesive layer-patch interface, allows the lowering of shear and normal stresses in the adhesive joint. The choice of the orientation of the adhesive layer-patch contact is important in the evolution of the shear and peel stresses. The patch will be more beneficial and effective while using the cross-layer on the contact surface.

• Steel and Composite Structures
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• 제20권2호
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• pp.431-445
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• 2016

Seismic behavior of new composite structural system with a fabricated floor was studied. A two-bay and three-story structural model with the scale ratio of 1/4 was consequently designed. Based on the proposed model, multiple factors including energy dissipation capacity, stiffness degradation and deformation performance were analyzed through equivalent single degree of freedom pseudo-dynamic test with different earthquake levels. The results show that, structural integrity as well as the effective transmission of the horizontal force can be ensured by additional X bracing at the bottom of the rigidity of the floor without concrete topping. It is proved that the cast-in-place floor in areas with high seismic intensity can be replaced by the prefabricated floor without pouring surface layer. The results provide a reliable theoretical basis for the seismic design of the similar structural systems in engineering application.

• Advances in aircraft and spacecraft science
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• 제9권5호
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• pp.377-400
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• 2022

The aim of this work is a numerical comparison (FEM) between lattice pyramidal-core panel and honeycomb core panel for different core thicknesses. By evaluating the mid-span deflection, the shear rigidity and the shear modulus for both core types and different core thicknesses, it is possible to define which core type has got the best mechanical behaviour for each thickness and the evolution of that behaviour as far as the thickness increases. Since a specific base geometry has been used for the lattice pyramidal core, the comparison gives us the opportunity to investigate the unit cell strut angle giving the higher mechanical properties. The presented work considers a detailed FEM modelling of a standard 3-point bending test (ASTM C393/C393M Standard Practice). Detailed FEM modelling addresses to detailed discretization of cores by means of beam elements for lattice core and shell elements for honeycomb core. Facings, instead, have been modelled by using shell elements for both sandwich panels. On lattice core structure, elements of core and facings are directly connected, to better simulate the additive manufacturing process. Otherwise, an MPC-based constraint between facings and core has been used for honeycomb core structure. Both sandwich panels are entirely built of Aluminium alloy. Prior to compare the two models, the FEM sandwich panel model with lattice pyramidal core needs to be validated with 3-point bending test experimental results, in order to ensure a good reliability of the FEM approach and of the comparison. Furthermore, the analytical validation has been performed according to Allen's theory. The FEM analysis is linear static with an increasing midspan load ranging from 50N up to 500N.

• 한국지반공학회논문집
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• 제19권6호
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• pp.169-179
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• 2003

연약지반에 축조되는 구조물 설계에 매우 중요한 지반 특성치인 점토지반의 비배수 전단강도를 깊이에 따라 연속적으로 측정할 수 있는 현장 원위치 시험법으로서 피에조 콘의 활용도가 점점 높아지고 있다. 피에조 콘 시험으로 추정되는 비배수 강도의 신뢰성은 이에 적용되는 콘 계수 값의 신뢰성에 크게 의존한다. 콘 계수에 대한 여러 연구자들의 제안이 우리의 실정에 맞는지 검증하고 점토지반의 특성에 따른 콘 계수 값의 변화 특성을 파악하여 콘 계수 선정에 대한 합리적인 기준을 마련하는 것이 이 연구의 목적이다. 이 연구는 경남 양산물금 지역의 해성점토층을 대상으로 피에조 콘 시험과 비교란 시료에 대한 실내 전단강도시험(일축압축시험, 비압밀 비배수 삼축압축시험)과 압밀시험을 실시하였다. 시험 결과를 이용하여 콘 계수와 점토의 여러 역학적 특성치(비배수 전단강도, 선행압밀압력, 소성지수, 간극수압비, 강성지수, 마찰비)의 관계를 고찰하여 콘 계수 값의 합리적 선정을 위한 기준을 마련하고자 하였다. 연구 결과로부터 얻은 결론으로서는, 상관관계가 비교적 높은 특성치의 짝은 비배수 전단강도와 콘 계수$(N_{kt}, N_{ke}, N_{\Delta u})$, 선행압밀압력과 $(N_{kt}, N_{ke})$, 간극수압비(B$_{q}$ )와 $(N_{ke}, N_{\Delta u})$이었고 선행압밀압력과 $(N_{\Delta u}), B_q와 (N_{kt})$는 상관 관계가 나타나지 않았으며, 소성지수, 강성지수, 그리고 마찰비도 콘 계수와 상관 관계가 없는 것으로 나타났다. 또한, 비압밀 비배수(UU) 삼축압축시험으로 구한 점토의 비배수 전단강도를 기준으로 할 때, 여러 제안자들이 제안한 피에조 콘 시험결과를 이용한 비배수 전단강도 추정에서 $(N_{\Delta u})$가 다른 두개의 콘 계수보다 선행압밀압력의 크기에 상관없이 변화폭, 표준편차 및 분산도가 모두 작아서 신뢰성이 가장 높게 나타났다.

• 한국재료학회지
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• 제6권5호
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• pp.494-503
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• 1996

에폭시/산무수물계의 등온 경화거동을 새로이 제작된 Torsion Pendulum(TP)으로 다양한 온도에서 조사하였으며 경화반응을 촉진시키기 위하여 두 종류의 경화촉진제를 사용하였다. 새로이 제작된 TP는 개인용 컴퓨터를 이용하여 모든 기계\ulcorner인 작동과 date 수집 및 분석이 자동으로 처리될 수 있도록 하였다. 이 기기로부터 얻어진 결과인 경화 동안의 상대전단강성율(RSR, relative shear rigidity)과 log decrement(LD)의 변화로부터 제작된 TP가 잘 작동한다는 것을 알 수 있었다. 두 종류의 촉진제가 전체적인 경화과정에 미치는 촉진효과는 비슷하였으나 각 촉진제로부터 얻어진 LD 곡선을 보면 서로 다른 모양을 나타내었다. 이것은 경화촉진제가 반응 촉진효과 이외에도 경화거동에 영향을 미친다는 것을 의미하며, 따라서 이러한 경화거동의 차이는 경화물의 성질에 영향을 줄 수 있다.

• 한국감성과학회:학술대회논문집
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• 한국감성과학회 2003년도 춘계학술대회 논문집
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• pp.8-13
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• 2003

Frictional sound of 13 vapor permeable water repellent fabric by sound generator were recorded and analysed through FFT analysis. The frictional Sounds were quantified by calculating total sound pressure(LPT), the level range ΔL and the frequency difference Δf. Mechanical properties were measured by KES-FB. LPT values of specimens finished wet coating were higher than those of dry coating. Values for bending rigidity, shear stiffness, surface roughness and compressional recovery of polyurethane fabrics increased compared with the cire finished fabrics. Laminated fabrics had high values of frictional coefficient and low values of surface roughness. LPT showed significant correlation with compressional energy, weight and thickness. (ΔL) was highly correlated with compressional linearity, frictional coefficient, compressional recovery, and (Δf) with tensile linearity, compressional energy, thickness, and weight.

• Steel and Composite Structures
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• 제19권4호
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• pp.789-809
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• 2015

This paper presents experimental and numerical studies into the structural behavior of a high performance corbel type composite connection adopted in Raffles City of Hangzhou, China. Physical tests under both monotonic and quasi-static cyclic loads were conducted to investigate the load carrying capacities and deformation characteristics of this new type of composite connection. A variety of structural responses are examined in detail, including load-deformation characteristics, the development of sectional direct and shear strains, and the history of cumulative plastic deformation and energy. A three-dimensional finite element model built up with solid elements was also proposed for the verification against test results. The studies demonstrate the high rigidity, strength and rotation capacities of the corbel type composite connections, and give detailed structural understanding for engineering design and practice. Structural engineers are encouraged to adopt the proposed corbel type composite connections in mega high-rise buildings to achieve an economical and buildable and architectural friendly engineering solution.