• Structural Engineering and Mechanics
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• 제51권5호
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• pp.867-891
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• 2014

An equivalent single layer trigonometric shear deformation theory taking into account transverse shear deformation effect as well as transverse normal strain effect is presented for static flexure of cross-ply laminated composite and sandwich plates. The inplane displacement field uses sinusoidal function in terms of thickness coordinate to include the transverse shear deformation effect. The cosine function in thickness coordinate is used in transverse displacement to include the effect of transverse normal strain. The kinematics of the present theory is much richer than those of the other higher order shear deformation theories, because if the trigonometric term (involving thickness coordinate z) is expanded in power series, the kinematics of higher order theories (which are usually obtained by power series in thickness coordinate z) are implicitly taken into account to good deal of extent. Governing equations and boundary conditions of the theory are obtained using the principle of virtual work. The closed-form solutions of simply supported cross-ply laminated composite and sandwich plates have been obtained. The results of present theory are compared with those of the classical plate theory (CPT), first order shear deformation theory (FSDT), higher order shear deformation theory (HSDT) of Reddy and exact three dimensional elasticity theory wherever applicable. The results predicted by present theory are in good agreement with those of higher order shear deformation theory and the elasticity theory.

• Journal of the Korean Wood Science and Technology
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• 제51권4호
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• pp.239-252
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• 2023

In this study, bending and compression strength tests were performed to investigate effect of composition of layer layout of Larix cross-laminated timber (CLT) on mechanical properties. The Larix CLT consists of five laminae, and specimens were classified into four types according to grade and composition of layer. The layer's layout were composited as follows 1) cross-laminating layers in major and minor direction (Type A), and 2) cross-laminating external layer in major direction and internal layer applied grade of layer in minor direction (Type B). E12 and E16 were used as grades of lamina for major direction layer of Type A and external layer of Type B according to KS F 3020. In results of the bending test of CLT using same grade layer according to layer composition, the modulus of elasticity (MOE) of Type B was higher than Type A. In case of prediction of bending MOE of Larix CLT, the experimental MOE was higher than 1.00 to 1.09 times for Shear analogy method and 1.14 to 1.25 times for Gamma method. Therefore, it is recommended to predict the bending MOE for Larix CLT by shear analogy method. Compression strength of CLT in accordance with layer composition was measured to be 2% and 9% higher for Type A using E12 and E16 layers than Type B, respectively. In failure mode of Type A, progress direction of failure generated under compression load was confirmed to transfer from major layer to minor layer by rolling shear or bonding line failure due to the middle lamina in major direction.

• 대한소아치과학회지
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• 제33권3호
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• pp.377-387
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• 2006

본 연구는 자가산부식 접착시스템과 자가산부식 프라이머 접착시스템의 다층적용이 혼성층 및 adhesive layer의 형성 양상, 그리고 전단결합강도에 미치는 영향 등을 비교 평가하기 위하여 시행되었다. 영구 구치 140개의 치아를 근원심으로 분할하여 협면 혹은 설면의 상아질을 이용하였다. 각 접착시스템을 1회, 2회, 3회 도포, 그리고 1회 도포 후 광중합한 후 1회의 추가 도포한 군으로 분류하였다. 전단결합강도와 혼성층 및 adhesive layer 두께를 측정하여 분석한 결과 다음과 같은 결론을 얻었다. 1. 모든 접착제에서 도포횟수가 증가함에 따라 adhesive layer의 두께가 증가하였으며 (p<0.05), Adpor Prompt L-Pop과 Xeno III에서는 자가산부식 프라이머 시스템에서보다 작게 나타났다(p<0.05). 2. Adpor Prompt L-Pop에서 혼성층은 도포횟수에 따라 혼성층의 두께도 증가하였다(p<0.05). 3. Unifill Bond와 Clearfill SE Bond의 전단결합강도는 Scotchbond Multi-Purpose Plus와 Adpor Prompt L-Pop에서보다 높게 나타났으며 (p<0.05), Xeno III와는 유사하였다. 4. Adpor Prompt L-Pop은 접착제의 도포횟수가 증가함에 따라 전단결합강도는 유의하게 증가되었으며(p<0.05), AdheSE에서는 3회 도포한 경우 전단결합강도가 감소하는 경향을 보였다(p>0.05). 5. Adpor Prompt L-Pop과 Xeno III에서 첫 층을 중합한 후 두 번째 층을 추가 도포한 경우 전단결합강도는 감소하였다(p<0.05).

• Structural Engineering and Mechanics
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• 제48권4호
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• pp.479-500
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• 2013

This paper presents the experimental as well as analytical study conducted on layer-bonded scrap tire rubber pad (STRP) isolators to develop low-cost seismic isolators applicable to structures in developing countries. The STRP specimen samples were produced by stacking the STRP layers one on top of another with the application of adhesive. In unbonded application, the STRP bearings were placed between the substructure and superstructure without fastening between the contact surfaces which allows roll-off of the contact supports. The vertical compression and horizontal shear tests were conducted with varying axial loads. These results were used to compute the different mechanical properties of the STRP isolators including vertical stiffness, horizontal effective stiffness, average horizontal stiffness and effective damping ratios. The load-displacement relationships of STRP isolators obtained by experimental and finite element analysis results were found to be in close agreement. The tested STRP samples show energy dissipation capacity considerably greater than the natural rubber bearings. The layer-bonded STRP isolators serve positive incremental force resisting capacity up to the shear strain level of 150%.

• 대한기계학회논문집
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• 제15권1호
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• pp.274-284
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• 1991

본 연구에서는 몇가지 단순한 스크린의 형상에 대하여 후류의 난류 특성치들 을 계측하여, 실제 현상을 파악하고 자료를 확보하여 앞으로의 연구에 활용하고자 하 였다.본 논문에서는 원형 스크린과 타원형 스크린을 기본 형상으로 택하여, 저항 계수를 변화시키면서, 후류유동장에서 평균속도 분포, 난류 운동에너지, 난류 전단응 력을 열선 풍속계로 계측하였다. 원형 스크린의 경우에는 주로 스크린의 모서리에서 발달하는 전단층의 확산과정을 연구하였고, 타원형 스크린의 경우에는 평균속도 분포 가 하류로 가면서 원형 후류로 발전되어가는 과정을 연구하였다.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2008년도 제30회 춘계학술대회논문집
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• pp.285-288
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• 2008

본 연구는 연료(수소)층과 산화제(공기)층의 사이에 불활성기체(질소)또는 연료(수소)를 평행분사하는 수치해석을 다루고 있다. 수치해석을 위해서 완전 보존되는 비정상 2차 시간정확도법과 2차 TVD방법이 유한 체적법과 사용되었다. 결과는 3가지 종류로 구성되어있다. 첫째는 연료와 산화제의 단일 혼합층이고, 둘째는 연료와 산화제의 사이에 불활성기체를 분사하는 방식이며, 세 번째는 연료와 산화제의 사이에 연료를 분사하는 방식이다. 전체 유동층의 수직두께는 4cm이며 삽입된 중간층의 두께는 1,2,4mm의 세가지 경우에 대하여 계산하였다.

• 대한기계학회논문집B
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• 제23권5호
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• pp.603-609
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• 1999

The effect of an external acoustic excitation on the wake structure behind a circular cylinder was experimentally investigated. The sound wave was excited in the frequency range of the shear layer instability and two sound pressure levels of 114 and 120dB were used in this study. As a result, the acoustic excitation modified the wake structure by increasing the velocity fluctuation energy without changing the vortex shedding frequency. The acoustic excitation enhanced the vortex shedding process and promoted the shear layer instability. Consequently, the acoustic excitation reduced the length of the vortex formation region and decreased the base pressure. In addition, the vortex strength of vortices was increased and the width of the wake was spread out due to the acoustic excitation. When the excitation frequency was identical to the shear layer instability frequency, the effect of the external flow control on the cylinder wake was maximized. In addition, with increasing the sound pressure level, the effect of the external acoustic excitation on the wake structure increased.

• Structural Engineering and Mechanics
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• 제10권4호
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• pp.299-312
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• 2000

The response of an embedded body to dynamic loads is greatly influenced by the reactions of the soil to the motion of the body. The properties of the soil surrounding embedded bodies (e.g., piles) may be different than those of the far-field for a variety of reasons. It may be weakened or strengthened according to the method of installation of piles, or altered due to applying one of the soil strengthening technique (e.g., electrokinetic treatment of soil, El Naggar et al. 1998). In all these cases, the shear strength of the soils and its shear modulus vary gradually in the radial direction, resulting in a radially inhomogeneous soil layer. This paper describes an analysis to compute vertical and torsional dynamic soil reactions of a radially inhomogeneous soil layer with a circular hole. These soil reactions could then be used to model the soil resistance in the analysis of the pile vibration under dynamic loads. The soil layer is considered to have a piecewise, radial variation for the complex shear modulus. The model is developed for soil layers improved using the electrokinetic technique but can be used for other situations where the soil properties vary gradually in the radial direction (strengthened or weakened). The soil reactions (impedance functions) are evaluated over a wide range of parameters and compared with those obtained from other solutions. A parametric study was performed to examine the effect of different soil improvement parameters on vertical and torsional impedance functions of the soil. The effect of the increase in the shear modulus and the width of the improved zone is investigated.

• 한국재료학회지
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• 제3권6호
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• pp.668-677
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• 1993

Cu-P계, 4종의 Cu-P-Pn계 및 3종의 Cu-P-Sn-Ag계 용가재를 사용해 Ar분위기 하에서 1003 및 1033K로 1.2Ks동안 노브레이징한 ST304, STS430 및 저탄소강과 동 접합체들을 전단시험 및 조직시험하였다. 계면에서의 미세조직은 제 종류 즉 첫째,균열을 포함하는 반응층 둘째, 분산층 세째, 균열을 포함하는 반응층과 분산층으로 분류된다. 분산층만이 존재할때 40-60MPa 이상의 상대적으로 높은 전단강도가 얻어지며, 동모재파단을 일으킨다. 이 반응층이 형성되었을때는 반드시 균열이 형성되며, 낮은 전단강도를 나타내고 접합부파단을일으킨다. 이 반응층은 Fe-P계의 화합물이다. 이러한 미소조직 및 강도 경향은 용가재내 Sn의 존재 및 모재내 Ni(또한 Cr)의 존재 유무에 따라 변화한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.687-698
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• 2010

Borehole drilled depend on the point is bound to be limited to obtain the 2-D or 3-D layer information for entire targer area. On the other hand, SASW and MASW provide the sectional form of layer information through the shear wave velocity($V_s$). Therefore the useful information of the target area can be derived from SASW, MASW and borehole data. In this research, the correlation reflected locality and nationwide between sectional geo-layer and $V_s$ was investigated and analyzed. The target areas are westside of Pyeongtaek and Incheon. The shear wave velocity($V_s$) obtained from SASW, MASW and borehole data conducted within the scope of crossline for survey was utilized in each region. In the 2D distribution of $V_s$ from SASW, MASW, $V_s$ tend to continually increase deeper and deeper. By the target area, the depth of each representative geo-layer was nested on the sectional distribution map of $V_s$ to suggest the range of $V_s$ in accordance of strata by using borehole data. The 2D sectional geo-layer distribution map is presented based on the range of $V_s$. In addition the correlation between measured and calculated $V_s$ according to the empirical equation was analyzed.