Presentation is loading. Please wait.

Presentation is loading. Please wait.

Lecture 3: Vibration in Transport presented by David Shires

Similar presentations


Presentation on theme: "Lecture 3: Vibration in Transport presented by David Shires"— Presentation transcript:

1 Lecture 3: Vibration in Transport presented by David Shires
Packaging Dynamics Lecture 3: Vibration in Transport presented by David Shires Editor-in-Chief, Packaging Technology & Science Chief Consultant, Pira International

2 In the last lecture we talked about frequency domain
We can use the frequency domain to understand transport vibration

3 Power Density Spectrum (psd plot)
Power Density g2/Hz Frequency Hz

4 Power Spectral Density
Imagine listening to white noise through a filter White noise is a random wave and contains equal power at all frequencies The narrower the filter’s bandwidth the quieter the noise The wider the filter’s bandwidth the louder the noise We can only quantify volume as a function of bandwidth Even if we don’t filter the noise our hearing, or the speakers, have a bandwidth.

5 Power Spectral Density
In transport vibration we are interested in acceleration and power power is the equivalent of volume in sound power relates to the work done on a package Power ά (acceleration)2 We can only quantify power in terms of bandwidth We are interested in which frequencies of the vibration have high power - we chose a narrow bandwidth – 1Hz Our unit of power spectral density is g2/Hz

6 The lowest frequency we can determine:
= 1/t Hz We can do a FT to show the frequency content of our random vibration We can do it over a short or longer period For a whole record we usually average a series of periods

7 Shock in Time Domain Examples Half sine 50G shock pulse
3.2 ms duration Magnitude Shape Duration

8 Shock in Time Domain How do we describe the white shock pulse?
Which pulse is most damaging?

9 Shock in Frequency Domain
We can do a FT on the shock pulse: Show us the power spectral density We need also to understand the response of the product or product and pack These are damped mass springs We can combine the FT with the frequency response

10 Shock Response Spectrum
10 20 30 40 50 60 1 2 3 4

11 Shock Response Spectrum
10 20 30 40 50 60 1 2 3 4

12 Shock Response Spectrum
Describe a complex shock by its SRS Synthesise a (simpler) shock giving the same SRS

13 Shock Response Spectrum
Depending on the SRS of the product’s components: The peak acceleration of the components might be higher or lower than that of the cushion Shock inside product depends on SRS of pulse and natural frequencies of product. It is often higher than at cushion

14 Vibration in Transport
Modes of Transport Road Rail Sea Air Many variables within each mode

15 Road Transport

16 Road Transport Air sprung Leaf Sprung Number of axles Load

17 Road Transport Road surface Road Condition Tyre pressure & quality
Tar / concrete / laterite /gravel / unmade Road Condition Tyre pressure & quality Load

18 Road Transport Trailer base and chassis structure Position Size Load
Steel Timber on steel ISO container Position Middle or rear Deck Chassis Size Load

19 Road Transport For a given truck and load
the power spectrum remains the same overall shape but varies in power with: Speed Road quality Position on truck bed

20 Road – Load in Truck

21 Position in Truck

22 Speed

23 Speed

24 Tyre Pressure

25 Axis

26 Data over time

27 Sampled Data

28 Continuous Data

29 Simplified PDS

30 Air Sprung Motorway

31 Steel Sprung Motorway

32 Air Sprung – Mixed Roads

33 Steel Sprung Mixed Roads

34 Steel Sprung Very Rough Roads

35 Jet Aircraft

36 Propeller Aircraft

37 Sea – ISO Container

38 Sea State


Download ppt "Lecture 3: Vibration in Transport presented by David Shires"

Similar presentations


Ads by Google