EJSS SHM vertical spring mass model with sensor
EJSS simple harmonic motion vertical spring mass model with sensor
based on models and ideas by

  1. lookang http://weelookang.blogspot.sg/2014/02/ejss-shm-model-with-vs-x-and-v-vs-x.html
  2. lookang http://weelookang.blogspot.sg/2010/06/ejs-open-source-simple-harmonic-motion.html?q=SHM
  3. lookang http://weelookang.blogspot.sg/2013/02/ejs-open-source-vertical-spring-mass.html?q=vertical+spring
  4. Wolfgang Christian and Francisco Esquembre http://www.opensourcephysics.org/items/detail.cfm?ID=13103

http://weelookang.blogspot.com/2014/03/ejss-vertical-spring-model-with-sensor.html
EJSS SHM vertical spring mass model with sensor with equilibrium as y=0
https://dl.dropboxusercontent.com/u/44365627/lookangEJSworkspace/export/ejss_model_SHMxvavertical01/SHMxvavertical01_Simulation.html
source: https://dl.dropboxusercontent.com/u/44365627/lookangEJSworkspace/export/ejss_src_SHMxvavertical01.zip
author: lookang
author of EJSS 5.0 Francisco Esquembre

http://weelookang.blogspot.com/2014/03/ejss-vertical-spring-model-with-sensor.html
EJSS SHM vertical spring mass model with sensor with sensor as y =0
https://dl.dropboxusercontent.com/u/44365627/lookangEJSworkspace/export/ejss_model_SHMxvavertical01/SHMxvavertical01_Simulation.html
source: https://dl.dropboxusercontent.com/u/44365627/lookangEJSworkspace/export/ejss_src_SHMxvavertical01.zip
author: lookang
author of EJSS 5.0 Francisco Esquembre

Assumption:

Motion approximates SHM when the spring does not exceed limit of proportionality during oscillations.

http://weelookang.blogspot.com/2014/02/ejss-vertical-spring-mass-model.html
EJSS SHM vertical spring mass model with y vs t, v vs t and a vs t graph suitable for understanding lowering equilibrium position effects of mass m
https://dl.dropboxusercontent.com/u/44365627/lookangEJSworkspace/export/ejss_model_SHMxvavertical/SHMxvavertical_Simulation.html
source: https://dl.dropboxusercontent.com/u/44365627/lookangEJSworkspace/export/ejss_src_SHMxvavertical.zip
author: lookang
author of EJSS 5.0 Francisco Esquembre


The equations that model the motion of the vertical spring mass system are:

Mathematically, the restoring force F is given by 


F=ky

where F  is the restoring elastic force exerted by the spring (in SI units: N), k is the spring constant (N·m−1), and y is the displacement from the equilibrium position (in m).

Thus, this model is simplified by http://physics.ucsc.edu/~josh/6A/book/harmonic/node13.html assumes 

δyδt=vy


δvyδt=km(y)

where the terms

km(y) represents the restoring force component as a result of the spring extending and compressing.



Why is the equation ky=ma ?

josh explains it well here


In equilibrium position, 
kyemg=0

where $ y_{e} is the position or length extended beyond the natural length

ye=mgk

using Fnet=ma

ky0mg=ma

where $ y_{0} is the  new position or length extra extended beyond the natural length

ky0(kye)=ma

k(y0ye)=ma

renaming (y0ye) as y

we get

ky=ma

which keeps the equilibrium constantly at zero and the mass m and spring constant k effects the angular frequency ω=(km). So gravity has no effect on the oscillation frequency ω.

Calculations used in the model:

Equilibrium height or position h: typically it is zero but it may be displaced with a different origin thus using this equation helps

h=ysensor

Amplitude x0 is defined as magnitude of the maximum displacement from the
equilibrium position. Since the motion starts when zero initial velocity, it is generally true that

x0=y when  t=0


Period T Time taken for one complete oscillation is easily to determined visually but it can be a challenge to pre-determined even before the model runs t=0. The way used in the model is to determine period by assuming 

T=2πmk


Frequency f Number of oscillations performed per unit time. Mathematically the period is related to frequency as a reciprocal of the other.

f=1T

Angular Frequency ω is the about of angle in radian covered per unit time. Thus, if knowing T is the time for one complete oscillation which is 2π radians, thus

ω=2πT=2πf



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Labels: ejss NEWTONIAN MECHANICS Simple Harmonic Motion