• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2005년도 춘계학술대회논문집
• /
• pp.330-333
• /
• 2005

The paper presents a numerical solution to the problem of a hot rigid indenter siding over a thermoelastic Winkler foundation with a thermal contact resistance at constant speed. It is shown analytically that no steady-state solution can exist for sufficiently high temperature or sufficiently small normal load or speed regardless of the thermal contact resistance. However, the steady state solution may exist in the same situation if the thermal contact resistance is considered. This means that the effect of the large values of temperature difference and small value of force or velocity which occur at no steady state can be lessened due to the thermal contact resistance. When there is no steady-state the predicted transient behavior involves regions of transient stationary contact interspersed with regions of separation regardless of the thermal contact resistance. Initially, the system typically exhibits a small number of relatively large contact and separation regions, but after the initial transient the trailing edge of the contact area is only established and the leading edge loses contact, reducing the total extent of contact considerably. As time progresses, larger and larger number of small contact areas are established, until eventually the accuracy of the algorithm is limited by the discretization used.

• Structural Engineering and Mechanics
• /
• 제26권6호
• /
• pp.673-685
• /
• 2007

Reinforced concrete beams can be strengthened in a structural retrofit process by attaching steel plates to their sides by bolting. Whilst bolting produces a confident degree of shear connection under conditions of either static or seismic overload, the plates are susceptible to local buckling. The aim of this paper is to investigate the local buckling of unilaterally-restrained plates with point supports in a generic fashion, but with particular emphasis on the provision of the restraints by bolts, and on the geometric configuration of these bolts on the buckling loads. A numerical procedure, which is based on the Rayleigh-Ritz method in conjunction with the technique of Lagrange multipliers, is developed to study the unilateral local buckling of rectangular plates bolted to the concrete with various arrangements of the pattern of bolting. A sufficient number of separable polynomials are used to define the flexural buckling displacements, while the restraint condition is modelled as a tensionless foundation using a penalty function approach to this form of mathematical contact problem. The additional constraint provided by the bolts is also modelled using Lagrange multipliers, providing an efficacious method of numerical analysis. Local buckling coefficients are determined for a range of bolting configurations, and these are compared with those developed elsewhere with simplifying assumptions. The interaction of the actions in bolted plates during buckling is also considered.

• Journal of Oral Medicine and Pain
• /
• 제32권1호
• /
• pp.105-111
• /
• 2007

측두하악장애가 교합접촉 양상에 영향을 주는지에 관해 오랫동안 연구가 계속되어 왔으나 아직 명확한 결론을 내리지 못하고 있다. 본 연구의 목적은 편측성 측두하악장애 환자에서 증상측과 무증상측 사이의 교합접촉 양상을 비교하고 치료 전후 변화를 평가하고자 하였다. 단국대학교 치과대학부속병원 구강내과에 내원한 측두하악장애 환자 중 편측 증상만을 가진 환자 36명을 대상으로 T-Scan II system (Tekscan, INC., USA)을 사용하여 치료 전후의 교합접촉 양상을 평가하였다(남:녀=7:29, 평균 $29.2{\pm}14.8$세). 좌우측의 접촉점 수(number of contact point), 접촉력(contact force), 상대적 접촉력(relative contact force, %)을 조사하여 치료 전후의 좌우 균형성을 비교하였다. 연구 결과, 치료 전 환자의 증상측은 무증상측에 비해 접촉점 수와 접촉력이 감소되었으나(접촉점 수: p=0.056, 접촉력: p=0.060), 치료 후에는 증가되어 양측간에 차이를 보이지 않았다. 증상측의 접촉점 수와 접촉력이 치료 전후에 차이를 보인 반면(접촉점 수: p=0.038, 접촉력: p=0.052), 비이환측은 치료에 따른 유의한 변화를 보이지 않았다. 악궁 내 좌우 균형성을 평가하는 상대적 접촉력의 차이를 비교했을 때, 치료 전 양측간 차이가 약 27%였다가 치료 후에 약 12%로 유의하게 감소되었다(p=0.001). 이와 같은 결과로 볼 때, 편측성 측두하악장애 환자에서는 교합접촉 양상의 좌우불균형을 보이지만, 보존적 치료 후에 그 차이가 현저하게 감소되어 보다 대칭적이고 균형적인 교합을 회복하며 접촉점 수와 접촉력이 증가하는 것으로 생각된다.