• Geomechanics and Engineering
• /
• 제32권6호
• /
• pp.553-566
• /
• 2023

A circular tank foundation resting on the ground and subjected to axisymmetric horizontal and vertical loads and moments is analyzed using the variational principles of mechanics. The circular foundation is assumed to behave as a Kirchhoff plate with in-plane and transverse displacements. The soil beneath the foundation is assumed to be a multi-layered continuum in which the horizontal and vertical displacements are expressed as products of separable functions. The differential equations of plate and soil displacements are obtained by minimizing the total potential energy of the plate-soil system and are solved using the finite element and finite difference methods following an iterative algorithm. Comparisons with the results of equivalent two-dimensional finite element analysis and other researchers establish the accuracy of the method.

• Coupled systems mechanics
• /
• 제13권1호
• /
• pp.21-41
• /
• 2024

This paper is concerned with the disturbances in a transversely isotropic new modified couple stress homogeneous thermoelastic rotating medium under the combined influence of Hall currents, magnetic fields, and mechanical sources represented by inclined loads. The application of Laplace and Fourier transform techniques are used for the derivation of analytical expressions for various physical quantities. As an application,the bounding surface is subjected to uniformly and linearly distributed force (mechanical force). Present model contains length scale parameters that can capture the size effects. Numerical inversion techniques has been used to provide insights into the system's behavior in the physical domain. The graphical representation of numerical simulated results has been presented to emphasize the impact of rotation and inclined line loads on the system, enhancing our understanding of the studied phenomena. Further research can extend this study to investigate additional complexities and real-world applications.

• 한국지반공학회논문집
• /
• 제40권2호
• /
• pp.95-103
• /
• 2024

세계 인구의 지속적인 증가와 주거 공간 부족에 대한 대응으로, 인류 거주 영역의 새로운 대안과 해양 환경의 활용 방향을 제시하기 위해, 해저 공간 개발에 대한 연구가 수행되고 있다. 석션 케이슨 기초는 해저 공간 개발을 위해 연구되고 있는 기초 유형 중 하나이다. 본 연구에서는 유한요소해석을 통해 해양 환경하에 조합하중이 가해진 석션 케이슨 기초의 파괴포락선을 산정하였다. 유한요소해석의 지반은 깊이에 따라 강도가 선형적으로 증가하는 점토 지반으로 가정하였으며, 점토의 구성모델로 von Mises 모델을 적용하였다. 전반적으로 파괴포락선의 형태는 기울어진 타원의 형태를 나타냈다. 깊이에 따른 비배수전단강도의 증가 추세가 커지는 경우, 파괴포락선은 장축과 단축의 비율은 유지되며 크기가 증가하였다. 길이 대 직경비가 다른 두 석션 케이슨 기초의 파괴포락선을 비교했을 때, 길이대 직경비가 증가함에 따라 석션 케이슨 기초의 파괴포락선의 장축과 단축의 비율이 증가하는 경향을 보였다. 본 해석 결과는 해양 환경에서 석션 케이슨 기초의 설계에 유용한 정보를 제공할 수 있을 것으로 판단된다.

• 제어로봇시스템학회논문지
• /
• 제10권7호
• /
• pp.583-589
• /
• 2004

Modem control systems often use a communication network to send measurement and control signals between nodes. Communication delays can be time varying. The length of the time delays is often hard to predict and modeled as being random. This paper proposes a combined controller used to compensate network time delay by estimating the delay with the interacting multiple model (IMM). The network delay is modeled as a Markov chain and 3 modes representing heavy, medium, and low network loads are used in the IMM. The proposed method is applied to an optimal control system with double integrators and the results are compared with the existing control methods.

• 제어로봇시스템학회:학술대회논문집
• /
• 제어로봇시스템학회 2003년도 ICCAS
• /
• pp.915-920
• /
• 2003

Modern control systems often use a communication network to send measurement and control signals between nodes. Communication delays can be time varying. The length of the time delays is often hard to predict and are modeled as being random. This paper proposes a combined controller used to compensate network time delay by estimating the delay with the interacting multiple model (IMM). The network delay is modeled as a Markov chain and 3 modes representing heavy, medium, and low network loads are used in the IMM. The proposed method is applied to an optimal control system with double integrators and the results are compared with the existing control methods.

• Journal of Advanced Marine Engineering and Technology
• /
• 제31권7호
• /
• pp.823-832
• /
• 2007

This paper presents the static characteristics of EGR-WI combined system. The water injection system was statically characterized by recording the engine exhaust outlet $NO_x$ emissions for comparison with baseline $NO_x$ emissions. Effects of the water injection system on CO and HC emissions and fuel consumption were examined. The research engine used for these experiments was a 103 kW turbocharged, intercooled, 2.5 L VM Motori CIDI engine equipped with a cooled EGR system. Water injection in the intake system demonstrated the potential for significant reductions in engine outlet $NO_x$ emissions. The system has reduced engine outlet $NO_x$ emissions by 40-50%, but caused significant increases in CO and HC emissions, particularly at low loads. Fuel consumption effects were minimal.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2008년도 추계학술대회A
• /
• pp.327-332
• /
• 2008

For the cracked component under combined primary and secondary stress, an interacion between the loads occurs and the secondary stress is relaxed by the primary load. To account for this phenomena, R6 code provides the correction factor which is called V-factor. However, evaluation corrected with V-factor need to be examined for its conservatism. In this paper the conservatism of the current V-factor is examined for the circumferentially cracked pipe under the combined load and new evaluation method is proposed to reduce the conservatism.

• Structural Engineering and Mechanics
• /
• 제17권6호
• /
• pp.829-862
• /
• 2004

This paper presents a method for the nonlinear analysis of beam elements subjected to the cyclical combined actions of torsion, biaxial flexure and axial forces based on an extension of the disturbed compression field (DSFM). The theoretical model is based on a hybrid formulation between the full rotation of the cracks model and the fixed direction of the cracking model. The described formulation, which treats cracked concrete as an orthotropic material, includes a new approach for the evaluation of the re-orientation of both the compression field and the deformation field by removing the restriction of their coincidence. A new equation of congruence permits evaluating the deformation of the middle line. The problem consists in the solution of coupled nonlinear simultaneous equations expressing equilibrium, congruence and the constitutive laws. The proposed method makes it possible to determine the deformations of the beam element according to the external stresses applied.

• 한국생산제조학회지
• /
• 제7권6호
• /
• pp.12-18
• /
• 1998

The optimal design for stiffened laminate composite cylindrical shells under combined loads is studied by a nonlinear mathematical search algorithm. The optimal design is accomplished with the CONMIN. several types of buckling modes with maximum allowable stresses and strains are included as constraints in the optimal design process, such as general buckling, panel buckling with either stringers or rings smeared out, local skin buckling, local crippling of stiffener segments. Rectangular or T type stringers and rectangular rings are used for stiffened laminate composite cylindrical shells.

• Structural Engineering and Mechanics
• /
• 제5권5호
• /
• pp.523-528
• /
• 1997

Stiffness and flexibility equations are combined in the buckling analysis of a braced structure - stiffness for the original structure and flexibility for the bracing. Choosing a flexibility formulation for the bracing gives a very compact computational problem. It also gives theoretical insights into the behaviour of the braced structure.