• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2003년도 봄 학술발표회 논문집
• /
• pp.147-152
• /
• 2003

The purpose of this paper is to develope an understanding of fundamental mechanism of shear behaviour between granite and concrete interfaces. The interface of pile socketed in rock can be modeled in laboratory tests by resolving the axisymmetric pile situation into the two dimensional situation under CNS(constant normal stiffness) direct shear condition. In this paper, the granite core samples were used to simulate the interface condition of piles socketed In granite. The samples were prepared in the laboratory to simulate field condition, roughness(angle, height), stress boundary condition, and then tested by CNS direct shear tests. This paper gives some points about shearing behaviour of socket piles into domestic granite through the analysis of CNS tests results.

• 대한기계학회논문집B
• /
• 제24권10호
• /
• pp.1380-1387
• /
• 2000

The existing theoretical models for steady two-dimensional free convective laminar film condensation of pure saturated or superheated vapor under atmospheric pressure on isothermal vertical wall have been reviewed. To investigate the effects such as inertia, thermal convective and liquid-vapor interface shear stress, the models of constant or variable properties in liquid film for condensation of saturated vapor are compared in detail with Nusselt model. Also, for condensation of superheated vapor, the effects of superheated temperature and variable properties in liquid and vapor layers are examined and then a new correlation is proposed to predict the heat transfer. The results are in good agreement with the Shang's correlation within 2% errors.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2000년도 춘계학술대회논문집B
• /
• pp.31-36
• /
• 2000

The existing theoretical models for steady two-dimensional free convective laminar film condensation or pure saturated or superheated vapor under atmospheric pressure on isotheraml vertical wall have been reviewed. To investigate the effects of inertia, thermal convective and liquid-vapor interface shear stress, the models of constant or variable properties in liquid film for condensation of saturated vapor are compared in detail with Nusselt model. Also, for condensation of superheated vapor the effects of superheated temperature and variable properties in liquid and vapor layer are examined and then new correlation is proposed to predict the heat transfer. The results are in good agreement with the Shang's correlation within 2% errors.

• Advances in materials Research
• /
• 제11권2호
• /
• pp.91-109
• /
• 2022

This paper presents a closed-form higher-order analysis of interfacial shear stresses in RC continuous beams strengthened with bonded prestressed laminates. For retrofitting reinforced concrete continuous beams is to bond fiber reinforced prestressed composite plates to their tensile faces. An important failure mode of such plated beams is the debonding of the composite plates from the concrete due to high level of stress concentration in the adhesive at the ends of the composite plate. The model is based on equilibrium and deformations compatibility requirements in and all parts of the strengthened beam, where both the shear and normal stresses are assumed to be invariant across the adhesive layer thickness. In the present theoretical analysis, the adherend shear deformations are taken into account by assuming a parabolic shear stress through the thickness of both the RC continuous beams strengthened with bonded prestressed laminates. The theoretical predictions are compared with other existing solutions. A parametric study has been conducted to investigate the sensitivity of interface behavior to parameters such as laminate stiffness and the thickness of the laminate where all were found to have a marked effect on the magnitude of maximum shear and normal stress in the composite member.

• Composites Research
• /
• 제21권4호
• /
• pp.15-21
• /
• 2008

단일 탄소섬유에 부착된 반구형 미소본드 시험편을 제사하여 에폭시수지와 난소섬유사이의 계면전단강도를 평가하였다. 반구형 미소시험편의 경우, 드랍레트 미소접합시험편 및 역반구형 미소접합시험편과 비교하여 계면강도측정값들이 높은 회귀계수 및 삭은 편차를 보여주었다. 이는반구형 시험편의 메니스커스 부분이 다른 미소시험편보다 작으며 핀홀 부하장치의 선단과 접촉하고 있는 수지부분에서 응력집중이 감소했기 때인 것으로 사료된다. 이들 시험에 대한 유한요소해석결과, 반구형시험편에서는 수지/섬유의 계면부를 따라 전단응력분포가 응력모드의 전환이 없이 안정하였다. 또한 이들 계면강도 측정데이터는 미소 바이스의 선단과 핀홀 판의 선단과 같은 부하장치의 종류에 따라 달라졌음을 알았다.

• 한국지반공학회논문집
• /
• 제31권4호
• /
• pp.5-12
• /
• 2015

최근 늘어나고 있는 폐기물량에 따라 폐기물 매립장의 건설이 증가하고 있으며, 매립장 내 폐기물의 보강 및 보호 목적으로 토목섬유가 널리 사용되고 있다. 토목섬유는 흙과의 접촉면을 형성하는데 폐기물 매립장의 전단 거동에 영향을 미치게 된다. 본 연구에서는 침출수 내의 산성 및 염기성과 같은 성분이 반복 전단하중 상태에서 지반-토목섬유 접촉면의 전단강도 감소에 미치는 영향을 실내 시험을 통하여 분석하였다. 이를 위하여 동적 접촉면 전단시험기를 제작하고 60일, 840일간 수침시킨 토목섬유와 흙 시료를 이용하여 반복 단순전단시험을 수행하였고, 그 결과를 교란상태개념에 기초하여 화학적 인자들에 의한 지반-토목섬유 접촉면의 전단강도 감소 특성을 교란도 함수로써 확인하였다.

• Advances in concrete construction
• /
• 제9권1호
• /
• pp.43-54
• /
• 2020

This paper presents an innovative stress-function variational approach in formulating the interfacial shear and normal stresses in an externally bonded concrete joint using carbon fiber-reinforced plastic (CFRP) plies. The joint is subjected to surface traction loadings applied at both ends of the concrete substrate layer. By introducing two interfacial shear and normal stress functions on the CFRP-concrete interface, based on Euler-Bernoulli beam idea and static stress equations of equilibrium, the entire stress fields of the joint were determined. The complementary strain energy was minimized in order to solve the governing equation of the joint. This yields an ordinary differential equation from which the interfacial normal and shear stresses were proposed explicitly, satisfying all the multiple traction boundary conditions. Lamination theory for composite materials was also employed to obtain the interfacial stresses. The proposed approach was validated by the analytic models in the literature as well as through a comprehensive computational code generated by the authors. Furthermore, a numerical verification was carried out via the finite element software ABAQUS. In the end, a scaling analysis was conducted to analyze the interfacial stress field dependence of the joint upon effective issues using the devised code.

• KCI Concrete Journal
• /
• 제12권1호
• /
• pp.113-120
• /
• 2000

This paper presents the behavior and strengthening effect of reinforced concrete rectangular beams strengthened using CFRP sheets with different strengthening level. In general, normally strengthened beams are failed by interfacial shear failure (delamination) within concrete, instead of by tensile failure of the CFRP sheets. The delamination occurred suddenly and the concrete cover cracked vertically by flexure was spalled off due to the release energy. The strengthened beams were stiffer than the control beam before and after reinforcement yielding. The ultimate load considerably increased with an increase of strengthening level, while the ultimate deflection significantly decreased. The tensile force of CFRP sheets and average shear stress of concrete at delamination failure were curvilinearly proportional to the strengthening level. Therefore, the increment of ultimate load obtained by strengthening was curvilinearly proportional to the strengthening level. The averaged horizontal shear stress of concrete at the interface ranges between (equation omitted) and (equation omitted) (in kg/$\textrm{cm}^2$) depending on strengthening level.

• Structural Engineering and Mechanics
• /
• 제69권2호
• /
• pp.121-129
• /
• 2019

The present study investigates the propagation of shear waves in a composite structure comprised of imperfectly bonded piezoelectric layer with a micropolar half space. Piezoelectric layer is considered to be initially stressed. Micropolar theory of elasticity has been employed which is most suitable to explain the size effects on small length scale. The general dispersion equations for the existence of waves in the coupled structure are obtained analytically in the closed form. Some particular cases have been discussed and in one particular case the dispersion relation is in well agreement to the classical-Love wave equation. The effects of various parameters viz. initial stress, interfacial imperfection and micropolarity on the phase velocity are obtained for electrically open and mechanically free system. Numerical computations are carried out and results are depicted graphically to illustrate the utility of the problem. The phase velocity of the shear waves is found to be influenced by initial stress, interface imperfection and the presence of micropolarity in the elastic half space. The theoretical results obtained are useful for the design of high performance surface acoustic devices.

• 한국지반공학회논문집
• /
• 제20권4호
• /
• pp.29-38
• /
• 2004

본 연구에서는 복합 경계면요소를 이용한 비선형 응력-변형 모델을 이용하여 쓰레기 매립지의 안정성해석을 수행하였다. 쓰레기 매립층의 응력-변형 거동 특성은 국내외 쓰레기의 삼축압축 강도시험 수행결과로써 결정하였고, 경계면 요소의 모델 변수 값은 여러 가지 차수재의 전단시험 결과를 적용하였다. 해석방법에 대한 검증을 위하여 국내 페기물 관리법에 준하는 매립지 모델을 선정하여 안정성해석을 실시하였다. 쓰레기에 대한 삼축압축시험과 토목섬유재에 대한 응력-변형 특성을 분석한 결과 쓰레기는 선형거동을 그리고 토목섬유는 비선형거동을 나타내는 것으로 나타났다. 경계면요소를 이용한 복합차수층 매립지의 안정성 해석결과 매립지 바닥면과 사면의 경계부에서 응력집중과 차수계의 전단변위가 크게 나타나 토목섬유라이너가 포설된 복합차수층의 경우는 복합 경계면 요소가 적용된 해석이 필요함을 알 수 있었다.