The document discusses Kane's method for modeling multi-body systems. It begins with an introduction to multi-body systems and generalized coordinates. It then covers Kane's method which uses generalized speeds and forces to develop equations of motion in a compact form. The method encapsulates both holonomic and non-holonomic constraints. Kane's method is considered superior to other methods for modeling complex multi-body systems. The document provides details on deriving Kane's equations using virtual work principles and generalized speeds and coordinates.
This document discusses the principle of minimum potential energy (MPE) and its application in finite element analysis of structures. MPE states that for conservative structural systems, the equilibrium state corresponds to the deformation that minimizes the total potential energy of the system. The document provides examples of applying MPE to simple spring-mass systems to derive equilibrium equations, and discusses how continuous systems can be approximated by discretizing them into lumped finite elements, allowing complex structures to be analyzed systematically using MPE.
This document provides an introduction to the theory of plates, which are structural elements that are thin and flat. It defines what is meant by a thin plate and discusses different plate classifications based on thickness. The document derives the basic equations that describe plate behavior by taking advantage of the plate's thin, planar character. It also discusses three-dimensional considerations like stress components, equilibrium, strain and displacement for putting the plate theory into context.
This document compares the constant strain triangular (CST) element and the linear strain triangular (LST) element in finite element analysis. It states that the CST element has constant strains inside each element but strains are not continuous across boundaries. In contrast, the LST element has linear strains inside each element and is preferred for stress analysis due to its higher accuracy. The document recommends using LST elements over multiple CST elements for better representation of stresses and displacements.
The document discusses the finite element method (FEM) for numerical analysis of structures. It provides the following key points:
1) FEM divides a structure into discrete elements connected at nodes, resulting in a finite number of degrees of freedom and a set of simultaneous algebraic equations to solve.
2) It uses approximate methods like the Rayleigh-Ritz method to obtain solutions for complex geometries and boundary conditions. This involves assuming displacement fields and minimizing the total potential energy.
3) The Galerkin method is presented, which satisfies the governing differential equations in an integral sense by setting the residual equal to zero when multiplied by a weighting function.
4) Applications to 1D problems are discussed,
This document discusses the stress function approach for solving two-dimensional elasticity problems. It begins by presenting the general equations of elasticity, including stress-strain relationships, strain-displacement equations, and equilibrium equations. It then introduces the stress function method proposed by Airy, where a single function of space coordinates is assumed that satisfies all the elasticity equations. The key steps are: (1) choosing a stress function, (2) confirming it is biharmonic, (3) deriving stresses from its derivatives, (4) using boundary conditions to determine the function, (5) deriving strains, and (6) displacements. Examples of polynomial stress functions are also provided.
What is a multiple dgree of freedom (MDOF) system?
How to calculate the natural frequencies?
What is a mode shape?
What is the dynamic stiffness matrix approach?
#WikiCourses
https://wikicourses.wikispaces.com/Lect04+Multiple+Degree+of+Freedom+Systems
https://eau-esa.wikispaces.com/Topic+Multiple+Degree+of+Freedom+%28MDOF%29+Systems
FEM: Introduction and Weighted Residual MethodsMohammad Tawfik
What are weighted residual methods?
How to apply Galerkin Method to the finite element model?
#WikiCourses #Num001
https://wikicourses.wikispaces.com/TopicX+Approximate+Methods+-+Weighted+Residual+Methods
This document discusses the principle of minimum potential energy (MPE) and its application in finite element analysis of structures. MPE states that for conservative structural systems, the equilibrium state corresponds to the deformation that minimizes the total potential energy of the system. The document provides examples of applying MPE to simple spring-mass systems to derive equilibrium equations, and discusses how continuous systems can be approximated by discretizing them into lumped finite elements, allowing complex structures to be analyzed systematically using MPE.
This document provides an introduction to the theory of plates, which are structural elements that are thin and flat. It defines what is meant by a thin plate and discusses different plate classifications based on thickness. The document derives the basic equations that describe plate behavior by taking advantage of the plate's thin, planar character. It also discusses three-dimensional considerations like stress components, equilibrium, strain and displacement for putting the plate theory into context.
This document compares the constant strain triangular (CST) element and the linear strain triangular (LST) element in finite element analysis. It states that the CST element has constant strains inside each element but strains are not continuous across boundaries. In contrast, the LST element has linear strains inside each element and is preferred for stress analysis due to its higher accuracy. The document recommends using LST elements over multiple CST elements for better representation of stresses and displacements.
The document discusses the finite element method (FEM) for numerical analysis of structures. It provides the following key points:
1) FEM divides a structure into discrete elements connected at nodes, resulting in a finite number of degrees of freedom and a set of simultaneous algebraic equations to solve.
2) It uses approximate methods like the Rayleigh-Ritz method to obtain solutions for complex geometries and boundary conditions. This involves assuming displacement fields and minimizing the total potential energy.
3) The Galerkin method is presented, which satisfies the governing differential equations in an integral sense by setting the residual equal to zero when multiplied by a weighting function.
4) Applications to 1D problems are discussed,
This document discusses the stress function approach for solving two-dimensional elasticity problems. It begins by presenting the general equations of elasticity, including stress-strain relationships, strain-displacement equations, and equilibrium equations. It then introduces the stress function method proposed by Airy, where a single function of space coordinates is assumed that satisfies all the elasticity equations. The key steps are: (1) choosing a stress function, (2) confirming it is biharmonic, (3) deriving stresses from its derivatives, (4) using boundary conditions to determine the function, (5) deriving strains, and (6) displacements. Examples of polynomial stress functions are also provided.
What is a multiple dgree of freedom (MDOF) system?
How to calculate the natural frequencies?
What is a mode shape?
What is the dynamic stiffness matrix approach?
#WikiCourses
https://wikicourses.wikispaces.com/Lect04+Multiple+Degree+of+Freedom+Systems
https://eau-esa.wikispaces.com/Topic+Multiple+Degree+of+Freedom+%28MDOF%29+Systems
FEM: Introduction and Weighted Residual MethodsMohammad Tawfik
What are weighted residual methods?
How to apply Galerkin Method to the finite element model?
#WikiCourses #Num001
https://wikicourses.wikispaces.com/TopicX+Approximate+Methods+-+Weighted+Residual+Methods
Introduction to Finite Element Analysis Madhan N R
This document discusses finite element analysis (FEA) and its applications in engineering. It introduces FEA as a numerical method to determine stress and deflection in structures. It covers FEA modeling techniques including meshing, element types, boundary conditions and assumptions. It also compares traditional design cycles to using FEA and discusses how FEA can replace physical testing.
The document discusses various numerical methods for analyzing mechanical components under applied loads, including the finite element method. It describes weighted residual methods like the Galerkin method and collocation method which approximate solutions by minimizing residuals. The variational or Rayleigh-Ritz method selects displacement fields to minimize total potential energy. The finite element method divides a structure into small elements and applies these methods to obtain approximate solutions for displacements and stresses at discrete points.
The document discusses aerial robotics and is presented by Vijay Kumar, a professor of mechanical engineering at Chitkara University. It introduces the topics of remotely piloted vehicles, unmanned aerial vehicles, drones and their use of four rotors powered by independent motors. It also discusses modelling, state estimation, flight controls, motion planning and the dynamics of aerial robotics.
The document provides information about the ME3351 Engineering Mechanics course. It includes 5 units covering statics of particles, equilibrium of rigid bodies, distributed forces, friction, and dynamics of particles. The objectives are to learn vector and scalar techniques for analyzing forces, equilibrium concepts, properties of distributed forces, friction laws, and basic dynamics. The course aims to develop skills in statics, dynamics, and their engineering applications.
This document provides an overview of a course on engineering design and rapid prototyping. It discusses the finite element method (FEM) which will be covered in class. FEM involves cutting a structure into small elements and connecting them at nodes to form algebraic equations that can be solved numerically. This allows for approximate solutions to complex problems. The document outlines the typical FEM procedure of preprocessing, analysis, and postprocessing using software. It also discusses sources of errors in the FEM approach and mistakes users may make.
This document discusses robot kinematics and position analysis. It covers forward and inverse kinematics, including determining the position of a robot's hand given joint variables or calculating joint variables for a desired hand position. Different coordinate systems for representing robot positions are described, including Cartesian, cylindrical and spherical coordinates. The Denavit-Hartenberg representation for modeling robot kinematics is introduced, allowing the modeling of any robot configuration using transformation matrices.
Chapter 3 mathematical modeling of dynamic systemLenchoDuguma
The document discusses mathematical modeling of dynamic systems, including obtaining differential equations to represent system dynamics, different representations like transfer functions and impulse response functions, using block diagrams to visualize system components and signal flows, modeling various physical systems like mechanical, electrical, and thermal systems, and representing systems using signal flow graphs. It provides examples of obtaining transfer functions for different system types and using block diagram reduction techniques to find overall transfer functions.
This document provides an introduction to using the finite element method to analyze beam structures. It discusses the basic theory behind discretizing beams into finite elements, including defining the element geometry, determining the shape functions, and assembling the element stiffness matrix. It then provides examples of using the method to calculate deflections and rotations of beams under different loading conditions. Tutorial problems are included to have students apply the concepts by modeling beam problems in Abaqus finite element software.
This document discusses mesh quality parameters and the penalty approach in finite element analysis. It defines key parameters that affect mesh quality such as skewness, aspect ratio, warp angle, and Jacobian. Values for tetrahedral meshing are also defined, including tetra collapse, volumetric skew, stretch, and distortion. The document explains that improving element quality manually or through automatic programs can enhance accuracy. It concludes with an overview of the penalty approach theory in finite element analysis.
The document discusses isoparametric finite elements. It defines isoparametric, superparametric, and subparametric elements. It provides examples of shape functions for 4-noded rectangular, 6-noded triangular, and 8-noded rectangular isoparametric elements. It also discusses coordinate transformation from the natural to global coordinate system using these shape functions and calculating the Jacobian.
Design, Fabrication and Modification of Small VTOL UAVAkshat Srivastava
The target of the project is to design a vertical takeoff Unmanned Aerial Vehicle. The design configuration selected is a four rotor design. Preliminary calculations regarding the material selection was performed. Fabrication was carried out beginning with the frame assembly, followed by the integration of the electronic components. At the same time, the various analyses were performed in order to predict the real time performance of the Quad rotor design. Beginning with structural analysis on Catia, the structural deformation of the frame was studied; the analysis was further refined on the Ansys Workbench. Ansys workbench is an easy to use interactive interface. Following the structural analysis was the Modal Analysis that was performed to evaluate the resonant frequencies or the modes of the vibrations of the frame. Then flow simulation was performed again on the Ansys workbench using the fluent solver and CFX post processing software. This analysis was performed to study the flow behaviour around the quad rotor design. Various plots of the flow parameters were obtained and analyzed. After the assembly of all the individual components was performed, flight testing was performed. The testing was performed for a number of times, various adjustments were implemented, recalibrated several electronic components. The software was reconfigured several times to obtain the desired response from the board. The testing has resulted in minor improvements in the design.
Finite Element analysis -Plate ,shell skew plate S.DHARANI KUMAR
This document provides an overview of plate and shell theory and finite element analysis for plates and shells. It discusses the assumptions and applications of thin plate theory, thick plate theory, and shell theory. It also describes different types of finite elements that can be used to model plates and shells, including plate, shell, solid shell, curved shell, and degenerated shell elements. Additionally, it covers skew plates and different discretization methods that can be used for finite element analysis of skew plates.
This document discusses plate bending theory and buckling of plates. It provides assumptions of plate theory including that one dimension (thickness) is much smaller than the other two dimensions, shear stress is small, and vertical strain is ignored. Buckling is defined as the sudden change in shape of a structural component under load. Buckling of thin plates occurs when a plate moves out of plane under compressive load, causing it to bend in two directions. Plastic buckling is when continued loading past the critical load causes permanent, plastic deformation in the buckled region.
This document provides information about robots and their classification and components. It discusses the different types of robots according to their mobility and autonomy as well as the typical components that make up a robot system, including manipulators, end effectors, actuators, sensors, and controllers. It also describes various robot configurations and their corresponding work envelopes.
This document discusses robot dynamics and Jacobians. It covers:
1) Linear and rotational velocity of rigid bodies and how velocity propagates from link to link in a robot.
2) Jacobians relate how movement of joint angles causes movement of the end effector position and orientation.
3) Singularities occur when a robot loses degrees of freedom in Cartesian space.
4) Static forces in manipulators are analyzed by considering forces and torques exerted between links.
This document discusses key concepts in engineering mechanics including units, dimensions, Newton's laws of motion, and vector representations of forces. It covers topics like the parallelogram law, triangle law, vector operations of addition, subtraction, dot and cross products. It also discusses concepts like coplanar forces, rectangular components, particle equilibrium, equivalent force systems, and the principle of transmissibility.
This document discusses sources of error in finite element analysis, including modeling errors due to simplifying assumptions, discretization errors from approximating solutions, and numerical errors from limited computer precision. It provides examples of common mistakes that can cause incorrect results, such as incorrect material properties or insufficient boundary constraints. It also discusses best practices for verifying models, such as element testing, mesh refinement studies, and checking results against analytical solutions or boundary conditions.
This document discusses different types of vibrations including free vibrations, forced vibrations, and forced-damped vibrations. It provides examples of each type and notes that forced vibrations can be created by step input forcing, harmonic forcing, or periodic forcing. Methods to isolate vibrations transmitted to machine foundations using springs and dampers are also covered, along with the concept of transmissibility to determine the amount of vibrations transmitted. Key equations for forced-damped vibrations and transmissibility are presented.
Kane’s Method for Robotic Arm Dynamics: a Novel ApproachIOSR Journals
This document summarizes Kane's method for deriving the equations of motion for robotic arm dynamics. Kane's method provides an efficient way to develop dynamical equations for multi-body systems without needing to consider constraint and interaction forces. The method is applied to a 2R robotic arm as an example. First, generalized coordinates and speeds are selected for the arm links. Velocities and accelerations of important points are then expressed in terms of these variables. Kane's equations are derived and take the form of the sum of generalized active and inertia forces/moments equaling zero. The procedure is implemented to obtain the equations of motion for the 2R robotic arm.
Solution of Inverse Kinematics for SCARA Manipulator Using Adaptive Neuro-Fuz...ijsc
Solution of inverse kinematic equations is complex problem, the complexity comes from the nonlinearity of joint space and Cartesian space mapping and having multiple solution. In this work, four adaptive neurofuzzy networks ANFIS are implemented to solve the inverse kinematics of 4-DOF SCARA manipulator. The implementation of ANFIS is easy, and the simulation of it shows that it is very fast and give acceptable
error.
Introduction to Finite Element Analysis Madhan N R
This document discusses finite element analysis (FEA) and its applications in engineering. It introduces FEA as a numerical method to determine stress and deflection in structures. It covers FEA modeling techniques including meshing, element types, boundary conditions and assumptions. It also compares traditional design cycles to using FEA and discusses how FEA can replace physical testing.
The document discusses various numerical methods for analyzing mechanical components under applied loads, including the finite element method. It describes weighted residual methods like the Galerkin method and collocation method which approximate solutions by minimizing residuals. The variational or Rayleigh-Ritz method selects displacement fields to minimize total potential energy. The finite element method divides a structure into small elements and applies these methods to obtain approximate solutions for displacements and stresses at discrete points.
The document discusses aerial robotics and is presented by Vijay Kumar, a professor of mechanical engineering at Chitkara University. It introduces the topics of remotely piloted vehicles, unmanned aerial vehicles, drones and their use of four rotors powered by independent motors. It also discusses modelling, state estimation, flight controls, motion planning and the dynamics of aerial robotics.
The document provides information about the ME3351 Engineering Mechanics course. It includes 5 units covering statics of particles, equilibrium of rigid bodies, distributed forces, friction, and dynamics of particles. The objectives are to learn vector and scalar techniques for analyzing forces, equilibrium concepts, properties of distributed forces, friction laws, and basic dynamics. The course aims to develop skills in statics, dynamics, and their engineering applications.
This document provides an overview of a course on engineering design and rapid prototyping. It discusses the finite element method (FEM) which will be covered in class. FEM involves cutting a structure into small elements and connecting them at nodes to form algebraic equations that can be solved numerically. This allows for approximate solutions to complex problems. The document outlines the typical FEM procedure of preprocessing, analysis, and postprocessing using software. It also discusses sources of errors in the FEM approach and mistakes users may make.
This document discusses robot kinematics and position analysis. It covers forward and inverse kinematics, including determining the position of a robot's hand given joint variables or calculating joint variables for a desired hand position. Different coordinate systems for representing robot positions are described, including Cartesian, cylindrical and spherical coordinates. The Denavit-Hartenberg representation for modeling robot kinematics is introduced, allowing the modeling of any robot configuration using transformation matrices.
Chapter 3 mathematical modeling of dynamic systemLenchoDuguma
The document discusses mathematical modeling of dynamic systems, including obtaining differential equations to represent system dynamics, different representations like transfer functions and impulse response functions, using block diagrams to visualize system components and signal flows, modeling various physical systems like mechanical, electrical, and thermal systems, and representing systems using signal flow graphs. It provides examples of obtaining transfer functions for different system types and using block diagram reduction techniques to find overall transfer functions.
This document provides an introduction to using the finite element method to analyze beam structures. It discusses the basic theory behind discretizing beams into finite elements, including defining the element geometry, determining the shape functions, and assembling the element stiffness matrix. It then provides examples of using the method to calculate deflections and rotations of beams under different loading conditions. Tutorial problems are included to have students apply the concepts by modeling beam problems in Abaqus finite element software.
This document discusses mesh quality parameters and the penalty approach in finite element analysis. It defines key parameters that affect mesh quality such as skewness, aspect ratio, warp angle, and Jacobian. Values for tetrahedral meshing are also defined, including tetra collapse, volumetric skew, stretch, and distortion. The document explains that improving element quality manually or through automatic programs can enhance accuracy. It concludes with an overview of the penalty approach theory in finite element analysis.
The document discusses isoparametric finite elements. It defines isoparametric, superparametric, and subparametric elements. It provides examples of shape functions for 4-noded rectangular, 6-noded triangular, and 8-noded rectangular isoparametric elements. It also discusses coordinate transformation from the natural to global coordinate system using these shape functions and calculating the Jacobian.
Design, Fabrication and Modification of Small VTOL UAVAkshat Srivastava
The target of the project is to design a vertical takeoff Unmanned Aerial Vehicle. The design configuration selected is a four rotor design. Preliminary calculations regarding the material selection was performed. Fabrication was carried out beginning with the frame assembly, followed by the integration of the electronic components. At the same time, the various analyses were performed in order to predict the real time performance of the Quad rotor design. Beginning with structural analysis on Catia, the structural deformation of the frame was studied; the analysis was further refined on the Ansys Workbench. Ansys workbench is an easy to use interactive interface. Following the structural analysis was the Modal Analysis that was performed to evaluate the resonant frequencies or the modes of the vibrations of the frame. Then flow simulation was performed again on the Ansys workbench using the fluent solver and CFX post processing software. This analysis was performed to study the flow behaviour around the quad rotor design. Various plots of the flow parameters were obtained and analyzed. After the assembly of all the individual components was performed, flight testing was performed. The testing was performed for a number of times, various adjustments were implemented, recalibrated several electronic components. The software was reconfigured several times to obtain the desired response from the board. The testing has resulted in minor improvements in the design.
Finite Element analysis -Plate ,shell skew plate S.DHARANI KUMAR
This document provides an overview of plate and shell theory and finite element analysis for plates and shells. It discusses the assumptions and applications of thin plate theory, thick plate theory, and shell theory. It also describes different types of finite elements that can be used to model plates and shells, including plate, shell, solid shell, curved shell, and degenerated shell elements. Additionally, it covers skew plates and different discretization methods that can be used for finite element analysis of skew plates.
This document discusses plate bending theory and buckling of plates. It provides assumptions of plate theory including that one dimension (thickness) is much smaller than the other two dimensions, shear stress is small, and vertical strain is ignored. Buckling is defined as the sudden change in shape of a structural component under load. Buckling of thin plates occurs when a plate moves out of plane under compressive load, causing it to bend in two directions. Plastic buckling is when continued loading past the critical load causes permanent, plastic deformation in the buckled region.
This document provides information about robots and their classification and components. It discusses the different types of robots according to their mobility and autonomy as well as the typical components that make up a robot system, including manipulators, end effectors, actuators, sensors, and controllers. It also describes various robot configurations and their corresponding work envelopes.
This document discusses robot dynamics and Jacobians. It covers:
1) Linear and rotational velocity of rigid bodies and how velocity propagates from link to link in a robot.
2) Jacobians relate how movement of joint angles causes movement of the end effector position and orientation.
3) Singularities occur when a robot loses degrees of freedom in Cartesian space.
4) Static forces in manipulators are analyzed by considering forces and torques exerted between links.
This document discusses key concepts in engineering mechanics including units, dimensions, Newton's laws of motion, and vector representations of forces. It covers topics like the parallelogram law, triangle law, vector operations of addition, subtraction, dot and cross products. It also discusses concepts like coplanar forces, rectangular components, particle equilibrium, equivalent force systems, and the principle of transmissibility.
This document discusses sources of error in finite element analysis, including modeling errors due to simplifying assumptions, discretization errors from approximating solutions, and numerical errors from limited computer precision. It provides examples of common mistakes that can cause incorrect results, such as incorrect material properties or insufficient boundary constraints. It also discusses best practices for verifying models, such as element testing, mesh refinement studies, and checking results against analytical solutions or boundary conditions.
This document discusses different types of vibrations including free vibrations, forced vibrations, and forced-damped vibrations. It provides examples of each type and notes that forced vibrations can be created by step input forcing, harmonic forcing, or periodic forcing. Methods to isolate vibrations transmitted to machine foundations using springs and dampers are also covered, along with the concept of transmissibility to determine the amount of vibrations transmitted. Key equations for forced-damped vibrations and transmissibility are presented.
Kane’s Method for Robotic Arm Dynamics: a Novel ApproachIOSR Journals
This document summarizes Kane's method for deriving the equations of motion for robotic arm dynamics. Kane's method provides an efficient way to develop dynamical equations for multi-body systems without needing to consider constraint and interaction forces. The method is applied to a 2R robotic arm as an example. First, generalized coordinates and speeds are selected for the arm links. Velocities and accelerations of important points are then expressed in terms of these variables. Kane's equations are derived and take the form of the sum of generalized active and inertia forces/moments equaling zero. The procedure is implemented to obtain the equations of motion for the 2R robotic arm.
Solution of Inverse Kinematics for SCARA Manipulator Using Adaptive Neuro-Fuz...ijsc
Solution of inverse kinematic equations is complex problem, the complexity comes from the nonlinearity of joint space and Cartesian space mapping and having multiple solution. In this work, four adaptive neurofuzzy networks ANFIS are implemented to solve the inverse kinematics of 4-DOF SCARA manipulator. The implementation of ANFIS is easy, and the simulation of it shows that it is very fast and give acceptable
error.
This paper proposes a method to analyze the stability of systems where neural networks with rectified linear unit (ReLU) activations are used as controllers. The key steps are: (1) Representing ReLU neural networks as solutions to linear complementarity problems (LCPs), (2) Showing systems with ReLU network controllers can be described as linear complementarity systems (LCSs), (3) Formulating the stability verification problem as a linear matrix inequality (LMI) feasibility problem that can be solved using existing techniques. The approach is demonstrated on examples involving multi-contact problems and friction models.
The document discusses forward and inverse kinematics for humanoid robots. It presents an analytical solution to the forward and inverse kinematics problems for the Aldebaran NAO humanoid robot. The solution decomposes the robot into five independent kinematic chains (head, two arms, two legs). It uses the Denavit-Hartenberg method and solves a non-linear system of equations to find exact closed-form solutions. The implemented kinematics library allows real-time transformations between joint configurations and physical positions, enabling motions like balancing and tracking a moving ball.
The document discusses mathematical modeling using Lagrange's equations. It begins by introducing Newtonian mechanics, the principle of virtual work, and Lagrange's equations as three approaches. It then focuses on Lagrange's equations, explaining that they describe the dynamics of systems with N degrees of freedom in terms of energy and generalized coordinates. The document provides details on Lagrange's equations, including examples of their use for conservative and dissipative systems. It also discusses how generalized forces are established and the equations of motion for linear multi-degree-of-freedom systems.
Evaluation of Vibrational Behavior for A System With TwoDegree-of-Freedom Und...IJERA Editor
Analysis of the vibrational behavior of a system is extremely important, both for the evaluation of operating conditions, as performance and safety reason. The studies on vibration concentrate their efforts on understanding the natural phenomena and the development of mathematical theories to describe the vibration of physical systems. The purpose of this study is to evaluate an undamped system with two-degrees-of-freedom and demonstrate by comparing the results obtained in the experimental, numerical and analytical modeling the characteristics that describe a structure in terms of its natural characteristics. The experiment was conducted in PUC-MG where the data were acquired to determine the natural frequency of the system. We also developed an experimental test bed for vibrations studies for graduate and undergraduate students. In analytical modeling were represented all the important aspects of the system. In order, to obtain the mathematical equations is used MATLAB to solve the equations that describe the characteristics of system behavior. For the simulation and numerical solution of the system, we use a computational tool ABAQUS. The comparison between the results obtained in the experiment and the numerical was considered satisfactory using the exact solutions. This study demonstrates that calculation of the adopted conditions on a system with two-degrees-of-freedom can be applied to complex systems with many degrees of freedom and proved to be an excellent learning tool for determining the modal analysis of a system. One of the goals is to use the developed platform to be used as a didactical experiment system for vibration and modal analysis classes at PUC Minas. The idea is to give the students an opportunity to test, play, calculate and confirm the results in vibration and modal analysis in a low-cost platform
Derivation of equation of motion and influence coefficientKowshigan S V
This document discusses multi degree of freedom systems and vehicle dynamics. It contains the following key points:
- Multi degree of freedom systems require two or more coordinates to describe motion and have multiple natural frequencies and vibration modes. Numerical analysis is required for systems with more than two degrees of freedom.
- The equations of motion for these systems can be written in matrix form using mass and stiffness matrices. Assuming harmonic motion, the equations can be reduced to an eigenvalue problem.
- Normal modes are obtained by finding the eigenvectors of the system from the adjacent matrix. An example is given of two rotating rotors whose amplitudes are inversely proportional based on their inertia ratios.
- Flexibility matrices relate displacements to applied
Hybrid Chaos Synchronization of Hyperchaotic Newton-Leipnik Systems by Slidin...ijctcm
This paper investigates the hybrid chaos synchronization of identical hyperchaotic Newton-Leipnik systems (Ghosh and Bhattacharya, 2010) by sliding mode control. The stability results derived in this paper for the hybrid chaos synchronization of identical hyperchaotic Newton-Leipnik systems are established using Lyapunov stability theory. Hybrid synchronization of hyperchaotic Newton-Leipnik systems is achieved through the complete synchronization of first and third states of the systems and the anti-synchronization of second and fourth states of the master and slave systems. Since the Lyapunov exponents are not required for these calculations, the sliding mode control is very effective and convenient to achieve hybrid chaos synchronization of the identical hyperchaotic Newton-Leipnik systems. Numerical simulations are shown to validate and demonstrate the effectiveness of the synchronization schemes derived in this paper.
THE LEFT AND RIGHT BLOCK POLE PLACEMENT COMPARISON STUDY: APPLICATION TO FLIG...ieijjournal1
It is known that if a linear-time-invariant MIMO system described by a state space equation has a number
of states divisible by the number of inputs and it can be transformed to block controller form, we can
design a state feedback controller using block pole placement technique by assigning a set of desired Block
poles. These may be left or right block poles. The idea is to compare both in terms of system’s response.
THE LEFT AND RIGHT BLOCK POLE PLACEMENT COMPARISON STUDY: APPLICATION TO FLIG...ieijjournal
It is known that if a linear-time-invariant MIMO system described by a state space equation has a number of states divisible by the number of inputs and it can be transformed to block controller form, we can design a state feedback controller using block pole placement technique by assigning a set of desired Block poles. These may be left or right block poles. The idea is to compare both in terms of system’s response.
Sliding Mode Controller Design for Hybrid Synchronization of Hyperchaotic Che...ijcsa
This paper derives new results for the design of sliding mode controller for the hybrid synchronization of identical hyperchaotic Chen systems (Jia, Dai and Hui, 2010). The synchronizer results derived in this paper for the hybrid synchronization of identical hyperchaotic Chen systems are established using Lyapunov stability theory. Since the Lyapunov exponents are not required for these calculations, the sliding mode control method is very effective and convenient to achieve hybrid synchronization of the
identical hyperchaotic Chen systems. Numerical simulations are shown to illustrate and validate the hybrid synchronization schemes derived in this paper for the identical hyperchaotic Chen systems.
Modelling of flexible link manipulator dynamics using rigid link theory withIAEME Publication
This document summarizes a research paper that presents a dynamic modeling technique for flexible link manipulators using finite element methods and rigid link theory. The technique discretizes flexible links into small rigid link elements to simplify the complex dynamics calculations. First, common dynamic modeling approaches for both rigid and flexible link manipulators are described. These include Newton-Euler, Lagrange-Euler, and assumed mode methods. The proposed approach applies Lagrange-Euler dynamics to each discretized link element. An example dynamic model is then presented for a 3 link manipulator to demonstrate the approach. The model derives kinetic energy expressions for each link and determines the overall Lagrangian to obtain the dynamic equations of motion.
Erwin. e. obermayer k._schulten. k. _1992: self-organising maps_stationary st...ArchiLab 7
This document summarizes research investigating how the shape of neighborhood functions affects convergence rates and the presence of metastable states in Kohonen's self-organizing feature map algorithm. The key findings are:
1) For neighborhood functions that are convex over a large interval, there exist no metastable states, while other functions allow metastable states regardless of parameters.
2) For Gaussian functions, there is a threshold width above which metastable states cannot exist.
3) Convergence is fastest using functions that are convex over a large range but differ greatly between neighbors, such as Gaussian functions with width near the number of neurons. Metastable states and neighborhood function shape strongly influence convergence time.
The International Journal of Engineering and Science (The IJES)theijes
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
A novel nonlinear missile guidance law against maneuvering targets is designed based on the principles of partial stability. It is demonstrated that in a real approach which is adopted with actual situations, each state of the guidance system must have a special behavior and asymptotic stability or exponential stability of all states is not realistic. Thus, a new guidance law is developed based on the partial stability theorem in such a way that the behaviors of states in the closed-loop system are in conformity with a real guidance scenario that leads to collision. The performance of the proposed guidance law in terms of interception time and control effort is compared with the sliding mode guidance law by means of numerical simulations.
Global stabilization of a class of nonlinear system based on reduced order st...ijcisjournal
The problem of global stabilization for a class of nonlinear system is considered in this paper.The sufficient
condition of the global stabilization of this class of system is obtained by deducing thestabilization of itself
from the stabilization of its subsystems. This paper will come up with a designmethod of state feedback
control law to make this class of nonlinear system stable, and indicate the efficiency of the conclusion of
this paper via a series of examples and simulations at the end. Theresults presented in this paper improve
and generalize the corresponding results of recent works.
This document provides an introduction to kinematics of machines. It defines kinematics as dealing with the geometric aspects of motion without consideration of forces. It also defines and classifies different types of kinematic pairs and mechanisms. The key points covered are:
1) Kinematics analyzes the relative motions between parts of a machine without regard to forces or power requirements.
2) Kinematic pairs can be classified based on the type of contact (lower vs higher pairs) and geometry (closed, forced closed, etc).
3) Mechanisms are analyzed to determine degrees of freedom and relative motions between links using methods like Kutzbach criterion and Grubler's criterion for plane mechanisms.
4) Kinematic
Solution of Inverse Kinematics for SCARA Manipulator Using Adaptive Neuro-Fuz...ijsc
Solution of inverse kinematic equations is complex problem, the complexity comes from the nonlinearity of joint space and Cartesian space mapping and having multiple solution. In this work, four adaptive neurofuzzy networks ANFIS are implemented to solve the inverse kinematics of 4-DOF SCARA manipulator. The implementation of ANFIS is easy, and the simulation of it shows that it is very fast and give acceptable error.
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natural frequencies using polynomial regression method. This method deals with the characteristics of
frequency of a vibrating system and the procedures that are available for the modification of physical
parameters of vibrating structural system. The method is applied on a simple cantilever beam structure and Tstructure
for approximate structural dynamic reanalysis. Results obtained from the assumed conditions of the
problem indicates the high quality approximation of natural frequencies using finite element method and
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The synchronization problem of chaotic systems using active modified projective non- linear control method is rarely addressed. Thus the concentration of this study is to derive a modified projective controller to synchronize the two chaotic systems. Since, the parameter of the master and follower systems are considered known, so active methods are employed instead of adaptive methods. The validity of the proposed controller is studied by means of the Lyapunov stability theorem. Furthermore, some numerical simulations are shown to verify the validity of the theoretical discussions. The results demonstrate the effectiveness of the proposed method in both speed and accuracy points of views.
Similar to Kane/DeAlbert dynamics for multibody system (20)
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represents a multi-tiered application layer protocol extensively utilized in Supervisory Control and Data
Acquisition (SCADA)-based smart grids to facilitate real-time data gathering and control functionalities.
Robust Intrusion Detection Systems (IDS) are necessary for early threat detection and mitigation because
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solve this issue, this paper develops a hybrid Deep Learning (DL) model specifically designed for intrusion
detection in smart grids. The proposed approach is a combination of the Convolutional Neural Network
(CNN) and the Long-Short-Term Memory algorithms (LSTM). We employed a recent intrusion detection
dataset (DNP3), which focuses on unauthorized commands and Denial of Service (DoS) cyberattacks, to
train and test our model. The results of our experiments show that our CNN-LSTM method is much better
at finding smart grid intrusions than other deep learning algorithms used for classification. In addition,
our proposed approach improves accuracy, precision, recall, and F1 score, achieving a high detection
accuracy rate of 99.50%.
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The growing significance of portable systems to limit power consumption in ultra-large-scale-integration chips of very high density, has recently led to rapid and inventive progresses in low-power design. The most effective technique is adiabatic logic circuit design in energy-efficient hardware. This paper presents two adiabatic approaches for the design of low power circuits, modified positive feedback adiabatic logic (modified PFAL) and the other is direct current diode based positive feedback adiabatic logic (DC-DB PFAL). Logic gates are the preliminary components in any digital circuit design. By improving the performance of basic gates, one can improvise the whole system performance. In this paper proposed circuit design of the low power architecture of OR/NOR, AND/NAND, and XOR/XNOR gates are presented using the said approaches and their results are analyzed for powerdissipation, delay, power-delay-product and rise time and compared with the other adiabatic techniques along with the conventional complementary metal oxide semiconductor (CMOS) designs reported in the literature. It has been found that the designs with DC-DB PFAL technique outperform with the percentage improvement of 65% for NOR gate and 7% for NAND gate and 34% for XNOR gate over the modified PFAL techniques at 10 MHz respectively.
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Cooperation Organisation and the Belt and Road Economic Initiative.
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECT
Kane/DeAlbert dynamics for multibody system
1. PURPOSE: DYNAMICS OF MULTI BODY SYSTEM BY KANE’S METHOD
FOCUS:
Introduction to multibody system
Dynamic Modeling of Multibody system
Kane’s Method of Multi Body System
Application of Kane’s Method Equation
1
KANE DYNAMICS WITH APPLICATION TO MULTI BODY
SYSTEM LIKE IN MECHANISMS AND MANIPULATORS
preparedbyYohannesR.@JiT
2. In Systems where all parts are not best described in an inertial
or "world" reference frame are referred to as multi-body
systems (MBSs).
These are common in:
Robotics
Aerospace
Aviation
Industrial Automation
2
Introduction to multibody system
preparedbyYohannesR.@JiT
3. To model a given dynamic system S, one has choose variables to
describe the configuration of S, or variables that specify the
location of a reference point and orientation of a reference frame
fixed within each body of S. These variables named as
configuration variables.
For mechanical scenario, a multibody system is a system that
consists a number of rigid bodies (referred to as links) connected in
succession by kinematic pairs (referred to as joints).
Base
Link0
Joint1
Link2
Link3Joint3
End of Arm
Link1
Joint2
3
preparedbyYohannesR.@JiT
4. 4
Human hands can be act as MBS in which the arrangement of bones(link) and kinematic
pair of joints provides dexterity (manipulating objects)
Each joint represent a degree of freedom; there are 27bones, 22joints and thus 22DoF
Example of MBS
preparedbyYohannesR.@JiT
5. 5
The basic laws of dynamics can be formulated (expressed mathematically) in several
ways other that that given by Newton’s Laws. The most important are:
(a) D’Alembert Principle
(b) Lagrange’s Equations
(c) Hamilton’s Equations (f) Kane’s Equations
(d) Gibbs-Appell’s Equations
Popular Methods for Modeling of Multi-body Systems
According to literatures there are two classes of methods to model Multi-body
Systems
Vector Methods
Newton-Euler equation, Kane's equation , D’Alembert Principle
Scalar Methods
Lagrangian Dynamics equation, Gibbs-Appell’s Equations
Kane's method borrows concepts from both, but is classified as a Vector Method.
Can be named optimized equation
(e) Newton-Euler’s Equations
Dynamic Modeling of Multibody system
preparedbyYohannesR.@JiT
6. 6
Kane’s method (originally called Lagrange form of D'Alambert's principle)
which is a powerful tool for developing dynamical equations for MBS motion
Applying the Newton-Euler method requires that force and moment balances
be applied for each body taking in consideration every interactive and constraint
force.
Therefore, the method is inefficient when only a few of the system’s forces need
to be solved for.
The major disadvantage of Lagrange’s Equations method is the need to
differentiate scalar energy functions (kinetic and potential energy).
In Kane’s method, With the use of generalized forces the need for examining
interactive and constraint forces between bodies is eliminated
(Huston 1990) argue that; Kane’s method provides combined means to
develop the dynamics equations for multibody systems that lends itself to
automated numerical computation.
preparedbyYohannesR.@JiT
Essentially all methods for obtaining equations of motion are equivalent.
However, some are more suited for multibody dynamics than others.
7. For example, if a revolute joint connects two bodies, only the joint angle is
needed to describe the configuration of the second body, if the configuration
of the first is known.
Compared to a set of variables that specifies the location and orientation of
each body relative to a common ground, a set of generalized coordinates is
reduced in number i.e., n<6v, where v is the number of bodies of S and spatial
motion is being considered.
If M is the number of configuration constraints encapsulated by the choice of
generalized coordinates, then n = 6v-M.
The generalized coordinates describe only the allowed configurations and thus
encapsulate certain configuration constraints.
7
preparedbyYohannesR.@JiT
Generalized coordinates are a set of convenient coordinates, usually
independent of one another, used to describe a particular configuration of a
system
8. Kane's method is touted as a superior approach by it proponents
because it:
Encapsulates holonomic (position) constraints by the use of
generalized coordinates (as in the Lagrangian method).
Also encapsulates non- holonomic (velocity) constraints through
the use of generalized speeds. (Which requires Lagrange's Method
of Undetermined Multipliers)
Results in a compact, first order representation of the equations of
motion. (ODE)
Is more systematic and therefore easier to learn .
Is becoming the industry standard where complex systems need to
be modeled.
Why Kane's Method?
8
preparedbyYohannesR.@JiT
9. 9
Kane’s Equations
Consider an open-chain multibody system of N interconnected rigid bodies each
subject to external and constraint forces these external forces can be transformed
into an equivalent force and torque Fk and Mk passing through Gk ,which is the
mass center of the body k , (k = 1,2…N).
Similar to the external forces, the constraint forces may be written as and
Using D'Alambert's principle for the force equilibrium of body k, the following is
obtained
0 c
kkk FFF
kkk amF
where is the inertia force of body k.
The concept of virtual work may be described as follows for a system of N
particles with N degrees of freedom
Professor Thomas R. Kane
1924 -
Stanford University
Kane’s Equations Using the Principle of Virtual Work
c
kF
c
kM
Kane’s Method of Multi Body System
preparedbyYohannesR.@JiT
10. 10
The virtual work is then defined as:
N
i
ii rFW
1
Where is the resultant force acting on the ith particle and is the position vector of the
particle in the inertial reference frame. is the virtual displacement, which is imaginary in
the sense that it is assumed to occur without the passage of time.
iF
ir
ir
Now applying the concept of virtual work to our multibody system considering
only the work due to the forces on the system we obtain:
0)(
k
c
kkk rFFFW
(k = 1,2,…,N)
The constraints that are commonly encountered are known as workless constraints so…
0 k
c
k rF
Which simplifies the virtual work equation to:
0)(
kkki rFFW
The positions vector may also be written as:
),( tqrr rkk
t
r
dt
dq
q
r
r kr
r
k
k
t
r
q
q
r k
r
r
k
preparedbyYohannesR.@JiT
11. 11
Taking the partial derivative of with respect to we obtain
kr
rq
r
k
r
k
q
r
q
r
r
k
r
k
q
r
q
v
or
Since the virtual displacement is arbitrary without violating the constraints
we can write * as:
rq
0
KK ff Kf
Kf
generalized active
generalized inertia forces
r
k
kK
q
v
Ff
r
k
kK
q
v
Ff
In a similar fashion it can be shown using
virtual work that the moments can be
written as
0
KK MM
KM generalized active moments
KM generalized inertia moments
r
k
kK
q
TM
r
k
kkkK
q
IIM
)(
By superposition of the force and moment
equations we arrive at Kane’s equations:
0
kk FF
KKK MfF
KKK MfF
preparedbyYohannesR.@JiT
12. 12
tri
ir
tvi
tPi tP i'
ttP i '
ir
Virtual Path True Path (P)
Newtonian or
Dynamic Path
The Constraint
Space at t
mjra
N
i
i
j
i ,,10
1
0
0
0
21
21
21
tttt
trtr
trtr
ii
ii
1t
2t
Kane’s Equations can be also derived in terms of generalized coordinates we
can write:
Kane’s Equations Using the Generalized Coordinates system
Niktqzjtqyitqxtqqrtqr iiinii .,1,,,,,,, 1
1
Nikdzjdyidxdt
t
r
dq
q
r
tqrd iii
i
n
j
j
j
i
i .,1,
1
2
preparedbyYohannesR.@JiT
13. 13
Ni
t
r
q
q
r
td
tqrd
rv i
n
j
j
j
ii
ii .,1
,
1
3
Kane and Levinson have shown that with the n generalized coordinates , is useful
to define another n variables , which are linear functions of the n :
jq
iu jq
nrZqYu r
n
j
jrjr .,1
1
4
where the matrix is invertible and nj
nrrjYY
,1
,1
nj
nrrjWWY
,1
,1
1
njXuWq j
n
r
rrjj .,1
1
5
jrrjrj XandZWY ,, are functions of tandq
are called Generalized Speed (also Nonholonomic Velocities, Quasivelocities.
etc.) and are not unique.
iu
preparedbyYohannesR.@JiT
where the elements of the (nxn) matrix Y and (nx1) matrix Z are functions of
qi (i = 1; …….;n) and possibly the time t. Reciprocal relations express the
generalized coordinate derivatives in terms of the generalized speeds:
14. 14
Kane’s Equations (continue)
Non holonomic constraints are linear relations among either or the ; for m
Non holonomic constraints:
6
7
where k may be n-m or n, depending on whether the non holonomic constraints are
incorporated.
iu jq
nmnsBuAu s
mn
r
rsrs .,1
1
If we substitute equations (6) in (5) we obtain a more general expression for : jq
njXuWq j
k
r
rrjj .,1
1
Let substitute equation (6) in (3):
Ni
t
r
X
q
r
uW
q
r
t
r
XuW
q
r
td
tqrd
rv
i
k
r
n
j
j
j
i
r
n
j
rj
j
i
i
n
j
j
k
r
rrj
j
ii
ii
.,1,
,
1 11
1 1
From this equation we can see that
n
j
rj
j
i
r
i
W
q
r
u
v
1
preparedbyYohannesR.@JiT
njXuWq j
n
r
rrjj .,1,
1
Eq.-7 represents for kinematical
differential equations and form the
first part of the state equations
(equations of motion)
15. 15
Kane’s Equations (continue)
8
9
Let use now the equation of differential work:
By defining we obtain:
t
r
X
q
r
v i
n
j
j
j
ii
t
1
Nivu
u
v
v t
i
k
r
r
r
i
i .,1
1
N
i
iii
N
i
ii rdamrdFdW
11
Equation (9) is now rewritten using (8). On the left side we obtain:
dtvu
u
v
FdtvFrdF
N
i
t
i
k
r
r
r
i
i
N
i
ii
N
i
ii
1 111
10
Similarly, the right side of (9) becomes:
dtvu
u
v
amdtvamrdam
N
i
t
i
k
r
r
r
i
ii
N
i
iii
N
i
iii
1 111
11
Equations (10) and (11) are equated and terms re collected:
0
11 11
dtamFvdtuam
u
v
F
u
v N
i
iii
t
i
k
r
r
N
i
ii
r
i
N
i
i
r
i
12
preparedbyYohannesR.@JiT
16. 16
Kane’s Equations (continue)
0
11 11
dtamFvdtuam
u
v
F
u
v N
i
iii
t
i
k
r
r
N
i
ii
r
i
N
i
i
r
i
12
The and dt are nonzero and independent and so the coefficients of each
of them must be zero. Also using Newton’s Second Law:
krur ,1
0 iii amF
nrZqYu r
n
j
jrjr ,.,1
1
krF
u
v
F
N
i
i
r
i
r ,,1
1
kram
u
v
F
N
i
ii
r
i
r ,,1'
1
krFF rr ,,10'
4
13
14
15
Generalized Speeds
Generalized Active Forces
Generalized Inertia
Forces
summary of Kane’s Equations
we have confined Kane's equation of motion:
preparedbyYohannesR.@JiT
0
kk FF Similar to VRP
17. 17
Application of Kane’s Method Equation
Problem 1
The first problem is a spring-mass-pendulum problem with frictionless sliding. This
was problem is good for showing the general procedure of Kane’s method.
Step 1) Define important points as the center
of mass of A and particle P
general procedure for developing Kane's equations of motion
Solution
Step 2) Select generalized coordinates as shown in
the figure and generate velocity and acceleration
expressions for the important points.
11
ˆnuv AN
APPNANPN
rvv
)ˆ()ˆ(ˆ 23211 bLbunu
1211
ˆˆ bLunu
11
ˆnuaAN
2
2
21211
ˆˆˆ bLubLunuaPN
Step 3) Construct a partial velocity table.
preparedbyYohannesR.@JiT
18. 18
0
kk FF
Step 4) apply the concept of virtual work
P
r
NA
r
N
k vngMvngMnKqF
)ˆ()ˆˆ( 222111
11 KqF
)sin( 222 qLgMF
P
r
NA
r
NAN
k vngMvaMF
)ˆ()( 221
Generalized Active Forces
Generalized inertia Forces
))sin()cos(( 2
2
22212111 qLuqLuuMuMF
))cos(( 2
22122 LuqLuMF
Step 5) Assemble the equation and form matrix for final solution unknown variables
0
rr FF
)sin(
)sin(
)cos(
)cos()(
22
12
2
22
2
1
2
222
2221
qLgM
KqqLuM
u
u
LMqLM
qLMMM
preparedbyYohannesR.@JiT
19. Manipulator dynamic model
19
As stated by Angeles et al., 1989, Kane’s equations sometimes
referred to as D’Alambert’s equations in Lagrangian form which
are powerful in robot manipulator dynamics
preparedbyYohannesR.@JiT
20. 20
Problem 2
This problem is useful in that it shows how auxiliary generalized speeds can be introduced
to bring constraint forces and torques into evidence. In this case we will introduce u3
to find an expression for Tc (constraint torque about ) The joints at O and P are revolute.
Body A and B are uniform rods with length 4L and 2L respectively. Body A has two times
the mass of body B.
1
ˆa
preparedbyYohannesR.@JiT
21. 21
Step 1) Choose important points: Center of Mass of bodies A and B, and point P.
Step 2) Select generalized coordinates as shown in the figure (plus auxiliary generalized
coordinate u3) and generate velocity and acceleration expressions for the important points.
The prime ( *) in the equations below indicates that the specified quantities contain the auxiliary
generalized coordinate.
Body A
2113
ˆˆ auauAN
)ˆˆ(2 1123 auauLrvv OAANONAN
21
ˆauAN
3
2
111
ˆ2ˆ2 aLuauLa AN
Point P
)ˆˆ(4 1123 auauLrvv OPANONPN
preparedbyYohannesR.@JiT
23. 23
0
kk FF
B
r
N
A
r
N
c
A
r
N
k vnmgaTvnmgF
)ˆ()ˆ()ˆ2( 333
)8( 1211 cssmgLF
212 cmgLsF
cTcmgLcF 213
Step 4) apply the concept of virtual work
A
r
NANA
A
ANA
A
AN
A
r
NAN
k IIvamF
)2(
B
r
NBNB
B
BNB
B
AN
B
r
NBN
IIvam
)(
22
2
11
22
2
ˆˆ
3
4
ˆˆ
3
4
000
0
3
4
0
00
3
4
2 aaLaaLL
L
mI A
A
33
2
11
2
2
2
ˆˆ
3
1ˆˆ
3
1
3
1
00
000
00
3
1
bbLbbL
L
L
mI B
B
preparedbyYohannesR.@JiT
24. 24
)(
3
)8(
3
8
2221
2
21
2
1
2
1
2
1 csuusu
mL
umLu
mL
F
)2())((4)( 212212
2
2
2
12221
2
sucuusuuscuumL
)4())(()(
3
2
222
2
122
2
2
2
12221
22
1222
2
2 usuuscuuscuumLucsu
mL
F
)2()4(4)2(
3
212212
2
222
2
1
22
221221
2
3 sucuucusuumLcuucsu
mL
F
2
2
2
21
2
2
2
12
2
1
22
221
2
2
2
2
12
2
21
2
2
2
122
2
22
2
1
2
1212122
2
2
2
12
2
2221
2
2
1
2
2
2
2
22
2
2
2
2
2
2
22
2
2
2
2
16216
3
2
)4()(
3
)8()2)(4(
3
14
3
0
3
04
3
4
12
3
8
umLuucmLcmglcumLcuu
mL
uusmLcmglsuucsmLcsu
mL
cssmgluucsuusmLcsuu
mL
T
u
u
smLsmLcs
mL
mL
mL
cmL
cmLs
mL
mL
mL
c
Step 5) Assemble the equation and form matrix for final solution unknown variables
preparedbyYohannesR.@JiT