• Applied Microscopy
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• 제35권4호
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• pp.64-73
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• 2005

이 논문에서 한 결정체의 전위 결함에 형태를 결정짓는 인자들 (Burgers-벡터, Slip plane, 전위선 벡터)을, LACBED 방법과 전통적인 회절 빔 상 관찰에 의해, 어떻게 얻을 수 있는가에 대해 세세히 논의하였다. 이 방법은 기본적으로 Cherns과 Prestons의 규칙과 동역학적 회절이론에 입각한 공식에 의거한 LACBED 패턴 시뮬레이션이 따른다. 이 시뮬레이션 계산에서 필요에 따라 설정된 여러 근사들에 관해서도 역시 세세히 논의 하였다. 본 실험에 사용된 시료는 적적한 밀도로 분포된 전위 결함들을 많이 갖고 있는 순순 알루미늄이며, LACBED 실험에 적합한 것이다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.902-907
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• 2003

Substantial experimental and theoretical work exists on the bond characteristics of FRP-concrete adhesive joints. Analytic solutions based on fracture mechanics are most commonly accepted for theoretical work on joint. The solutions may be derived for the simple form of the shear strees-slip curve. And it is difficult to determine the model parameters consisting the curve. In this study, the bilinear curve with softening branch is introduced. The model parameters are determined by the method described by the companion paper with comparison of test results. There are many uncertainties in the test results of CFRP sheet adhesive joints, so that test results used for the construction of the regression problem should be reasonably selected.

• Steel and Composite Structures
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• 제26권1호
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• pp.45-53
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• 2018

Experimental investigations have revealed significant mismatches between analytical estimates and experimentally measured deflections of transmission towers. These are attributed to bolt slip and joint flexibility. This study focuses on effects of joint flexibility on tower deflections and proposes criterions for permissible deflection limits based on the stresses in joints. The objective has been framed given that guidelines are not available in the codes of practices for transmission towers with regard to the permissible limits of deflection. The analysis procedure is geometric and material nonlinear with consideration of joint flexibility in the form of extension or contraction of the cover plates. The deflections due to bolt slip are included in the study by scaling up the deflections obtained from analysis by a factor. Using the results of the analysis, deflection limits for the towers are proposed by limiting the stresses in the joints. The obtained limits are then applied to a new full scale tower to demonstrate the application of the current study.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2002년도 추계 학술대회논문집
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• pp.47-52
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• 2002

We present an improved Lagrangian vortex method in 2-D incompressible unsteady viscous flows, which is based on a mesh-free integral approach of the velocity-vorticity formulation. Vorticity fields are represented by discrete vortex blobs that are updated by the Lagrangian vorticity transport with the particle strength exchange scheme. Velocity fields are expressed in a form of the Helmholtz decomposition, which are calculated by a fast algorithm of the Biot-Savart integration with a smoothed kernel and by a well-established panel method. No-slip condition is enforced through viscous diffusion of vorticity from a solid body into field. The vorticity flux is determined in such a way that spurious slip velocity vanishes. Through the comparison with the existing finite volume scheme for the transient vortical flows around an impulsively started cylinder at Reynolds number Re=550, we would obtain a more accurate scheme for vortex methods in complicated flows.

• Advances in nano research
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• 제10권4호
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• pp.349-357
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• 2021

In present study, the numerical investigations are carried out for effects of suction and blowing on boundary layer slip flow of casson nano fluid along permeable stretching cylinder in an exponential manner. The modeled PDEs are changed into nonlinear ODEs through appropriate nonlinear transformations. Change in physical quantities like friction coefficient, Nusselt and Sherwood numbers with variation of the aforementioned parameters are also examined and their numerical values are listed in the form of tables. Effects of Reynold number, suction parameter, Prandtl number, Lewis number, Brownian motion parameter and thermophoresis parameter are seen graphically with temperature profile.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 봄 학술논문 발표대회
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• pp.183-184
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• 2020

This study evaluated the effect of foam volume ratio on shear friction behavior of bottom ash based lightweight aggregate concrete (LWA_BA). The LWA_BA with different foam volume ratio ranged between 8 and 25 MPa for compressive strength(f_ck), 17.3~62.5 kN for shear capacity at first shear crack(V_cr), 31.1~73.8 kN for shear friction capacity(V_n), and 0.01~0.03 mm for slip at maximum peak load(S₀). f_ck decreased with increase in the foam volume ratio, showing that this trend was also observed in V_cr, V_n, and S₀.

• 한국강구조학회 논문집
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• 제8권3호통권28호
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• pp.67-78
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• 1996

This paper provides the results of a study on the structural behavior of the composite slabs using the metal form deck plate. Cold-formed steel deck sections are used in many composite floor slab applications wherein the steel deck serves not only as the form for the concrete during construction but also as the principal tensile reinforcement for the bottom fiber of the composite slab. A total of 16 specimens are tested to clarify the composite action between the concrete and metal deck plate and to find the method to increase the composite effect, whether or not non-slip bars are used. The test results are summarized for the shear-bond capacities, deformation capacities, and failure modes for the specimens.

• 한국산학기술학회논문지
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• 제17권7호
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• pp.677-686
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• 2016

본 연구 대상인 화력발전소는 국내 최초의 C.F.B.C 화력발전소로 2boiler-1turbine 조합으로 되어 있다. 이 화력발전소의 경우 연돌의 적정고가 156m 정도가 필요하나 해당 화력발전단지의 경우 단지 내에 있는 산을 이용하여 절토 후 종합사무실과 연돌을 해발 70m에 위치시켜 연돌의 높이를 86m로 낮춤으로서 기능도 충족시키면서 공사비도 절감하였다. 또한 두개의 연돌을 인접시키고 그 사이 공간에 사무실과 전망대를 배치시킴으로써 독특한 디자인의 연돌통합형 종합사무동을 탄생시켰다. 이에 본 연구 내용은 종합사무실과 연돌이라는 두 개의 이질적 기능을 조화롭게 연결하여 구조적, 기능적, 미적요소를 충족시킨 설계 개요와 조건과 관련된 설계 특이사항을 살펴보고, 아울러 연돌과 사무동이라는 서로 상충되는 기능적 구조적 요소를 미적 요소로 해결하다보니 일반적으로 쓰이지 않는 시공공법이 적용되었는데, 연돌에는 Slip Form 공법과 Steel Inner Flue공법이 적용되었고, 연돌과 연돌사이의 종합사무동 최상단의 전망대는 6층 지붕바닥에서 조립된 전망대를 유압잭으로 끌어올리는 Lift-up공법이 적용됨으로써 세계 최초로 연돌과 종합사무동이 결합되는 형태의 건축물을 완성할 수 있었던 특수 공법들에 대해 조사 분석하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.453-458
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• 2001

This paper presents the procedure to find the hysteresis loop of RC member using a modified strut-and-tie model. The forces and displacements at critical points, that are initial yielding point, target displacement point, unloading elastic limit, and reloading point after pinching, are investigated with the strut-and-tie models. Using bond-slip relationship, the elastic behavior of tie element is determined. The plastic flow behavior after flexural yielding is expressed by changing the location of longitudinal strut. Determination of pinching effect completes the initial hysteresis loop, assuming that the behavior of the opposite direction is symmetrical form.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 춘계학술대회 논문집
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• pp.409-414
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• 2005

It is difficult to apply the Hertz theory to the wheel-rail contact problem which has the complicated geometric form and plastic deformation. Therefore, we perform the elastic-plastic FE analysis and compare the results with those of Hertz theory. Kalker's simplified theory of rolling contact is used to discretize the contact patches and calculate local traction and slip. The wear volumes are calculated using Archard wear equation.