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Engineering Mechanics - Coggle Diagram

- - - - Normally force are ditributed along the structure, but can be simplified into a point
        
        To do this we use Integrals
        𝑭𝑹 = Integral(𝒘(𝒙)) 𝒅𝒙
    - - These can be broken down into X and Y components. Then use trig to find the resultant
  - - - Right hand rules
      - If the force is parraller to the line of action then the moments is 0
        M=Fd
        M=F*0
        M=0
  - - - This is when the resultant force of a particle is zero. This means that the formula is Fr=0
        Meaning that the Fx=0 and Fy=0
        
        The resultant force being 0 means that the particle is not experiencing any acceleration. This could mean that the object is not moving or that he object is moving at a constant velocity.
        
        A free body diagram is used to see cleary where are all the forces coming from and how they are interacting with the particle.
        
        useful applications
        
        These analysis often requie us to look at tension on string and forces on spring. So it good to also know Hook's law, F=kx
        
        This can be used to analyze knots, pulleys, connecting rings, and any small detail where all forces acting on it can be described as
        acting on its center
        
        Opposed to this, larger objects (beams etc) can not be represented as particles. This kind of objects are called rigid bodies
    - - RIGID BODY OR PARTICLE: Particles are small and only have mass; their size is considered negligible, so
        they have no “dimensions”. Rigid body, on the other hand, has dimensions or in other words Acting points of forces become significant (not always on mass center)!
        
        The equations for equilibrium are 2/3 the same as for particles:
        
        FREE-BODY DIAGRAMS: In order to apply these equations, we must first find out the forces and moments
        acting on our rigid body AND their locations
        
        SUPPORT TYPES AND SUPPORT REACTIONS: Usually we know the external forces (and moments) acting on our rigid body. In most cases, equilibrium equations are used in order to find out the support reactions of our structure
        
        Structures can be attached to their surroundings via several different support types (pin joints, fixed joints etc.) It is extremely important to know which support reactions will these support types exert on our structure
        
        Different types of support reactions:
        
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    - - A truss = structure composed of slender members joined
        together at their end points. In calculation, joints of the truss are considered as pin joints
        
        If the truss is welded or the joints are strengthened by gusset
        plates, this does not reflect reality 100%.
        Still, if the truss members are long compared to their other dimensions (mathematically: 𝐿 ≫ (ℎ, 𝑤, 𝑑)), this simplification provides a viable ground for analysis
        
        If all loadings are applied at the joints, the truss can be
        analyzed as a simple truss. As a result of the pin joint simplification, the truss members will only transmit normal forces – i.e. forces in axial direction
        
        These rods can either be in tension or compression
        
        Simple trusses consist of triangles. Most practical uses feature planar trusses, which are joined together by purlins or
        floor beams in order to form a 3D-structure
        
        Elementary statics gives us tools for evaluating the following things from zeroredundancy trusses: Support reaction and member forces
        
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        If the truss has a degree of redundancy greater than zero, we will need additional
        information about sizes & possible materials of members
        
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        Tools for deformation analysis of trusses will be learned in further courses
        
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        METHOD OF JOINTS
        
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        ZERO-FORCE MEMBERS
        
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        THE METHOD OF SECTIONS
        
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    - - When we move on to investigating beams, limiting our analysis only to normal forces will not be sufficient, because they are capable of carrying also shear force and moment. In general case, these three are called internal forces
        
        These internal forces are not constant but take different values along the length axis of the beam. In design, it is essential to be able to find out the maximum values of internal
        forces as well as their distribution
        
        Internal forces can be solved at any point of our structure using the method of sections – just like we did with the trusses
        
        Now when we are dealing with shear and moment, it is important to remember the sign convention rule for these forces:
        
        Shear force: if we use the left part of the cut, positive V is down
        
        Moment: left part of the cut = counter-clockwise
        
        For moment, also the “smiley face rule” can be used
        
        METHOD OF SECTIONS
        
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        SHEAR AND MOMENT EQUATIONS AND DIAGRAMS
        
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        GRAPHICAL METHOD
        
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  - - - When a particle is only moving in one direction (let’s say along s-axis), it is said to be in rectilinear motion
        
        With kinematics, there are four main variables that we will be working with. Velocity, displacement, time and acceleration.
        The relations between these quantities are described as time derivatives
        
        v = dS/dt
        a = dv/dt = d2S/dt^2
        a ds = v dv
      - If our motion is not in just one direction but two directions (let’s say x and y), then our motion is said to be curvilinear
        
        In these cases, both our velocity and acceleration become Pythagorean products
        of their x- and y-components, so their magnitudes are:
        
        Direction angles can be calculated from x- and y-components using inverse
        tangent:
        
        The most common application for this would be for projectiles but the (x,y)-component method works well for cases, where the curvilinear nature of motion is a product of things happening in both directions – i.e. the motion must not be curvilinear by definition
        
        If our situation is different in such a way that the curvilinear nature is forced because of our particle is moving along a path that is known beforehand, then it is usually simpler to perform our calculations in a plane which consists of normal and tangential components (n and t)
        
        Here at represents the acceleration caused by change in the magnitude of the velocity and an represents the acceleration caused by change in the direction of the velocity
        
        Tangential and normal components of the acceleration can be easily calculated
        using the following formulas
        
        Tangential acceleration is the time derivative of velocity
        
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        Third possible coordinate system that we can use is the system of cylindrical coordinates (or, in plane, polar coordinates r and θ )
        
        This is useful in applications where our particle moves at certain angular velocity, The radius of the path of our particle changes respect to time
        
        Very common in machine design:
        Slider-connecting rod –mechanisms
        Robot arm movements
        
        In polar coordinates, our velocity equation takes the form
        
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        Note:we often use dots to imply time (t) derivatives
      - Force and acceleration
        
        Acceleration is linked to the resultant force acting on the particle as well as the mass
        of the particle via Newton’s 2nd law
        
        Mass is also present in Newton’s 4th law – the law of gravitation. If we consider a particle with mass m that is falling near surface of Earth (mass 𝑚2),
        we can write that the particle and Earth act upon each other via gravitation, so
        
        If an object has mass, it also has inertia, which means that the object will resist changes in its state of movement. Accelerations and decelerations are often measured in g’s
        
        All calculations must be performed in inertial coordinate system. i.e. a coordinate system which has an origin that does not rotate or have any acceleration. Unfortunately, a coordinate system like this has not (yet) been discovered
        
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        Friction
        
        For better accuracy, it is possible to separate static (𝜇𝑠) and dynamic (𝜇𝑘) COF. Becaurful with N as it doesn't always equal to the mass of the object.
        
        x, y coordinates
        
        In X,Y-coordinates, we can divide Newton’s 2nd law to x- and y-components and hence get two equations. Sometimes it is clever to set your coordinate system “tilted”
        
        N, T coordinates
        
        If our particle is moving along a known curved path, it is often wiser to write the
        equations in N,T-coordinates
        
        Cylindrical coordinates
        
        we must remember, that our forces usually act on tangential and normal directions – which are not the same as θ and r
        
        Hence, we will introduce a new angle ψ which means the angle between the
        extension of the radial coordinate r and tangent of the path curve
    - - Motion of rigid bodies can be divided (in 2D) to three cases:
        
        Translation (rectilinear or curvilinear)
        
        Rotation about a fixed axis
        
        General plane motion (GPM)
        
        TRANSLATION: We may use either a fixed coordinate system or a translating coordinate system in our calculations. In vector form, the position of point B can be given as
        
        The time derivatives of this give us velocity and acceleration. If the rigid body is only in translation, vector 𝒓ത𝑩/𝑨 is constant (both in magnitude as well as in direction). • Therefore, taking the derivatives will yield us
        
        ROTAT: ION ABOUT A FIXED AXIS: When a body is rotating about a fixed axis, any point P of the body travels a circular path subject to the fixed axis.
        
        If we draw a perpendicular line from the fixed axis to point P, we can specify the angular motion of this line:
        
        Angular position is defined by angle θ
        
        Angular displacement is defined by 𝑑θ
        
        Angular velocity is the time derivative of angle
        
        Angular acceleration is the 2nd time derivative of angle
        
        The angular motion of the line can be linked to point P. This is done by multiplication with radius r
        
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        GENERAL PLANE MOTION (VELOCITY): General plane motion of a rigid body is a combination of translation and rotation. In order to assess these separately, we must establish a relative-motion analysis
        
        If we think back to the position vector again. If we took the derivative of this, in pure translation was constant hence disappeared in derivation. Now when our body is also rotating, that means that the direction of 𝒓ത𝑩/𝑨 is
        changing, so its derivative will not be zero
        
        Therefore, now our velocity will take the form
        
        V B/A is the relative circular velocity of B subject to A
        
        So, how to find out the relative velocity 𝒗𝑩/𝑨?. Think that momentarily the body is “pinned” at A. Since the motion is circular, the magnitude can be calculated by
        
        The direction of 𝒗𝑩/𝑨 is perpendicular to 𝒓𝑩/�
        
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        GENERAL PLANE MOTION (ACCELERATION): Since in general plane motion there is both translation and rotation, we must remember this when calculating acceleration
        
        In rotation, the total acceleration is caused by tangential and normal components. Therefore, in general plane motion the acceleration will be
        
        Here (𝒂𝑩/𝑨) 𝒕 is the relative tangential acceleration. Direction is perpendicular to 𝒓𝑩/�
        
        Likewise, (𝒂𝑩/𝑨) 𝒏 is the relative normal acceleration. Direction is from B to A.
        
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      - Force and acceleration
        
        MOMENT OF INERTIA: Mass m is the measure for a body’s resistance to acceleration. Likewise, there exists a measure for body’s resistance to angular acceleration; this measure is called moment of inertia or second moment of mass and its symbol is I
        
        Mathematically speaking, this moment is calculated as an integral
        
        Considering that 𝑑𝑚 = 𝜌 𝑑𝑉, this can also be presented in form
        It is common that density 𝜌 is constant, so it can be factored out of the integral
        
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        KINETIC EQUATIONS IN TRANSLATION: The body has acceleration in x- and y-directions, but no rotation. Therefore the equations of motion become. Note: aG
        refers to the acceleration of mass center
        
        KINETIC EQUATIONS IN TRANSLATION: No rotation, but the acceleration consists of tangential and normal components. Therefore the equations of motion become
        Note: Here 𝜌 is radius of curvature, not density!
        
        KINETIC EQUATIONS IN ROTATION ABOT A FIXED AXIS: If the rotation is accelerating or decelerating at angular acceleration α, the moment sum equals to this times moment of inertia. Hence, the equations of motion become
        : Here 𝑟𝐺 refers to distance from O to G
        
        APPLYING THE ROTATIONAL EQUATION ABOUT POINT P: It is not compulsory to write the rotational equation subject to mass center G; it is also possible to write this equation about any point P in our body
        
        This is done by fixing the origin of our coordinate system to P and using a kinetic diagram and calculating the “kinetic moments” of acceleration components
        
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        KINETIC EQUATIONS IN GENERAL PLANE MOTION: In case of general plane motion, our equations will be
        
        If the body is in GPM, it means that it rotates and translates at the same time. Hence, we often have to deal with unknown friction and support forces. Because we only have 3 equations with usually 3 unknown accelerations, this means that we need additional equations in order to solve the problem
        
        In this case following tricks are used:
        ➢ Choose your coordinate system (x,y) in such a way that the other coordinate axis is in the direction of movement and the other is perpendicular (this will make the perpendicular acceleration component zero)
        
        ➢ If the movement is rolling with no slipping, use fourth equation that relates straight-line acceleration and angular acceleration:
        
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        ➢ If the movement has slipping, use fourth equation that relates friction and support forces:
        
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      - Work and Energy
        
        KINETIC ENERGY OF A RIGID BODY::
        
        In pure translation (rectilinear or curvilinear), kinetic energy can be calculated the same way as for particles.
        Subscript “G” is added to velocity to accentuate that this is the velocity of the mass center
        
        If our rigid body is in pure rotation around its mass center, the velocity of its mass center is zero. However, the body still has kinetic energy due to rotation. The kinetic energy of this rotation can be calculated analogously
        
        If our rigid body is in general plane motion, then its kinetic energy consists of translational and rotational energy. Due to the nature of energy, we can just calculate the total kinetic energy as the
        sum of these two:
        
        Note: if the rigid body is in pure rotation about a fixed axis passing through point O, then the kinetic energy can be expressed as
        
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        WORK OF FORCE AND COUPLE MOMENT:
        Work done by a force can be calculated as an integral of F over s
        
        Work done by a couple moment can be calculated as an integral of M over theta
        
        If positive work is done to the system, the total energy of the system increases!
        
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        PRINCIPLE OF WORK AND ENERGY: Same principle of work and energy that we already used for particles is also valid
        for rigid bodies. We must only remember that for a rigid body the kinetic energy is a sum of translational and rotational energy
        
        Good method: draw the rigid body in the beginning and in the end in order to see
        the changes throughout the movement process
        
        CONSERVATION OF ENERGY: Revision: if the work done by the force is independent of the path, the force issaid to be conservative.
        If only conservative forces do work on our body, we can write the previous equation in a simpler form using kinetic (T) and potential (V) energies:
  - - - This equation comes in handy when we have problems which are dealing with force, velocity and time. The equation can be applied separately in x- and y-directions, also be applied to a system of particles.
        
        When thinking about dynamics processes, we can sometimes simplify our calculation by neglecting forces which have small impulses
        
        Forces which produce a very small impulse are called
        non-impulsive forces.
        Forces which are large (in comparison to other forces) but act for a small time period are called impulsive forces
        
        CENTRAL DIRECT IMPACT: The collision of two objects during a very short time is called an impact. The tangential plane of the contact surfaces is called plane of contact. The normal drawn to this plane at the contact point is called line of impact
        
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        CENTRAL OBLIQUE IMPACT: If the velocities of colliding particles are not aligned with the line of impact, the
        impact is called oblique
        
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    - - Here d is the perpendicular distance from O to the line
        of action of mv
        
        It can be mathematically derived that the resultant moment about point O is equal to the time derivative of angular momentum. This means that the change in angular momentum of a
        particle is caused by a moment impulse!
        
        This moment impulse is known as the angular impulse. The net torque equals the rate of change of the angular momentum! The net torque acting over a time interval is the angular impulse.
  - - - one degree of freedom (DOF): 1 DOF = one particle with mass m that can only move in 1 direction
        
        In undamped free vibration, there is only one force acting on
        the direction of movement: the restoring force F
        −𝑘𝑥 = 𝑚a
        If we move ma to the left and divide by mass, we get:
        𝑎 + 𝑘/m = 0
        
        Acceleration is the 2nd time derivative of displacement, so:
        x'' + 𝑘/m = 0
        This is usually written in form
        
        This equation is a homogenous differential equation (DE) of 2nd order with constant coefficients. Later in math courses you will (hopefully) learn why, but at this point, let’s
        just believe that the solution for it is
        
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    - - The damping force is proportional to the velocity of our particle, so our Newton’s 2 nd law –equation takes the form:
        −𝑘𝑥 − 𝑐𝑣 = 𝑚a
        Here c is the coefficient of viscous damping (unit kg/s).
        
        If we move everything to the left again and remember that velocity is the 1st time derivative of displacement, we get the differential equation.
        
        Again, we end up with a homogenous differential equation of 2nd order with constant coefficients. Now when there exists a damping term, the behavior of the system can be divided to three different cases – depending on the coefficient of damping
        
        The critical coefficient of damping cc can be calculated from the equation:
        
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    - - The equation of motion will now be:
        𝐹0 sin 𝜔𝑡 − 𝑘𝑥 = 𝑚a
        Rearranging gives us:
        𝑚𝑥''+ 𝑘𝑥 = 𝐹0 sin 𝜔t
        
        This is a nonhomogenous differential equation of 2nd order with constant coefficients. The solution is a linear combination of these two:
        
        +
        
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    - - Now our differential equation takes the form:
        
        Again, the solution for this differential equation is a linear combination of homogenous solution and particular solution:
        
        The particular solution takes the form:
        
        Amplitude C’ and phase difference 𝜙′ are given by following equations:
        
        The free vibration part xc will gradually fade away due to damping, so ultimately the particular solution is the part that will remain (and hence, most interesting). This xp is therefore called “steady-state solution”
- - - - If our force component in the direction of movement is constant, we can just multiply: U = F∆s
        
        If the displacement is in the same direction as the force, work U is positive, and if it's opposite then U is negative.
        
        The force of a spring is kx, and by performing the integration we get:
        But becuase the force that is exerted on the particle is in the opposite direction, the final formula is negative
        
        If we consider a particle moving along its path in an inertial coordinate system, the direction of movement is naturally tangential direction we can use the kinematic equation and intigrate to find the work done. Which results in:
        
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        Note! Normal forces don’t do work, so when examining forces in normal direction, we have to use the equation of motion
        
        Conservation of energy
        
        Forces are said to be conservative if the work done by them is independent of the
        path followed by the particle
        
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