Recent content by Trevorman

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    Boundary condition of wave impact on mass

    Homework Statement Two elastic bars are joined. A step wave is coming in from left. Derive the shape and magnitude of the reflected wave if the right bar is approximated by a rigid body (point- mass) that is free to move in the axial direction. The Attempt at a Solution I have problem with...
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    Gas Dynamic to Acoustic wave equation

    Homework Statement Derive from the formulas ##\frac{D^\pm}{Dt}(u \pm F) = 0## where ##\frac{D^\pm}{Dt} = \frac{\partial}{dt} + ( u \pm c) \frac{\partial}{\partial x}## the one-dimensional wave equation in the acoustical limit. \begin{cases} u << c\\ c \approx c0 = const\\ F =...
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    How Does Impact Length Affect Dynamic Tensile Strength in Brittle Materials?

    Okey so I have some additional information now. When a "stiff" mass hits a rod a exponentially decaying pressure-wave is formed. The pressure wave has a front with the size -zV. The wave propagates forward through the bar and when it is reflected at the free end it replace the signs and become...
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    Newtons' Second Law with Kinetic Friction Problem

    "no matter how large the pushing force is" means that F is very large, this means that F >> mg, as a result ##mg+F*sin(\theta) \approx F*sin(\theta)##
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    How Does Impact Length Affect Dynamic Tensile Strength in Brittle Materials?

    Thank you for helping me Chet! I am familiar with the Wave equation but I cannot figure out how to setup the problem to get out the length of the piece, it is a tricky question. I will come back when I have more information of how the problem can be solved, been scratching my head over this for...
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    Fourier series, is this valid?

    Hi, I have a Fourier problem that i do not know if it is valid to do the calculations like this. The Fourier transform looks like this ## \hat{v}(x,\omega) = \frac{\hat{F}(\omega)}{4(EI)^{\frac{1}{4}}i \omega^{\frac{3}{2}}(\rho A)^{\frac{3}{4}}}\left[ e^{-i\left[\omega^2 \frac{\rho A}{EI}...
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    Newtons' Second Law with Kinetic Friction Problem

    ##F_y=F*sin(\theta)## ##F_x=F*cos(\theta)## ##F_n-F_y = 0## Forces in y-direction Due to the constant velocity the forces in the x-direction ##F_x-F_k = 0## ##\theta## is the angle between F and ##F_x##. The result force diagram will look like the picture above, from there it is just geometry.
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    Newtons' Second Law with Kinetic Friction Problem

    Sorry a miscalculation ## tan(\theta) = \frac{F_n}{F_k} = \frac{F*sin(\theta)}{F*cos(\theta)} = \frac{1}{\mu_k}## From this equation you can see that ##tan(\theta) = \frac{1}{\mu_k} \rightarrow \theta = tan^{-1}(\frac{1}{\mu_k})##
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    Newtons' Second Law with Kinetic Friction Problem

    Well with that little info that you have, the ## F_k = \mu_k F_n ##, the friction force divided with the normal force ## \frac{F_k}{F_n} = \mu_k ##, means that the angle will become ##\theta = tan^{-1}(\mu_k)##. I can give you a more detailed explanation in a while.
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    Newtons' Second Law with Kinetic Friction Problem

    What if you try to make a free body diagram, from that I get ## \mu_k ( F_{1} sin(\theta) + F_n) < F_1 cos(\theta) ## Where ##F_1## is the pushing force, ##F_n## the normal force of the box
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    How to make successful helmet from scratch

    One important aspect to overview is the impulse. You should try to have a dampening in the helmet so the force is spread out over time. From there you could look at different foams or other materials with low weight.
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    Calculating Transverse Wave Propagation in a Semi-Infinite Beam

    For those who have interest in this, I can give you the answer right away. Derivate the displacement with the boundary conditions, solve out all constants and you will get a very pretty expression that looks like this ## \hat{v}(x,\omega) = \frac{\hat{F}(\omega)}{4(EI)^{\frac{1}{4}}i...
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    Calculating Transverse Wave Propagation in a Semi-Infinite Beam

    The wave equation which is the simplest dynamic model for transverse motion of a beam is displayed below if it helps. ## v^{\prime \prime \prime \prime} + \frac{\rho A}{E I} \ddot{v} =0 ##
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    How Does Impact Length Affect Dynamic Tensile Strength in Brittle Materials?

    Hi thank you, this is my result from your suggestion. Is this correct? ## \sigma A - (\sigma + \Delta \sigma )A = A \Delta x \rho \frac{\partial^2 u}{\partial t^2}## ##-E\frac{\partial u}{\partial x}A =A\Delta x \rho \frac{\partial^2 u}{\partial t^2}## So the piece that is flying off...
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    Calculating Transverse Wave Propagation in a Semi-Infinite Beam

    1. A transversely directed transient force F(t) acts at the free end of a semi-infinite beam. a) Show how displacement, velocity, acceleration and strain at an arbitrary position along the beam can be determined. b) Calculate (MATLAB) the transversal acceleration (or an other quantity) at an...
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