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REDUCE A SHOCK PULSE DEFLECTION
IN A LAB LIGHT WEIGHT CHASSIS
REV A 2/6/18
D. BLANCHET
3B ASSOCIATES
23 ROCKY HILL RD.
BURLINGTON, MA 01803
781-272-7057
DWB3298@OUTLOOK.COM
PREPARED FOR: MEECH CORP. LTD OTTAWA ONTARIO CA
BREADBOARD TEST CHASSIS – WELDED
CONSTRUCTION 8X8X1 INCH PERF STEEL
Fixed Mounting points 4 places
Direction of shock pulse
DEFLECTION RESULTS BASELINE DESIGN
9.46 E-04 INCHES
CRITICAL INSTRUMENT MOUNTING PLATE
DEFLECTION RESULTS MODIFIED DESIGN: NON PERFORATED
CRITICAL MOUNTING PLATE
9.57 E-05 INCHES
MAX STRESS RESULT 2898 PSI
YIELD POINT 89,000 PSI NO DAMAGE EXPECTED
CONCLUSIONS
• A simple change from perforated to solid steel on the main support plate
results on a maximum deflection reduction of 10X.
• A simply supported load deflection test on the 2 support plate designs can
easily verify these results.

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Stiffening of a shock lab test chassis

  • 1. REDUCE A SHOCK PULSE DEFLECTION IN A LAB LIGHT WEIGHT CHASSIS REV A 2/6/18 D. BLANCHET 3B ASSOCIATES 23 ROCKY HILL RD. BURLINGTON, MA 01803 781-272-7057 DWB3298@OUTLOOK.COM PREPARED FOR: MEECH CORP. LTD OTTAWA ONTARIO CA
  • 2. BREADBOARD TEST CHASSIS – WELDED CONSTRUCTION 8X8X1 INCH PERF STEEL Fixed Mounting points 4 places Direction of shock pulse
  • 3. DEFLECTION RESULTS BASELINE DESIGN 9.46 E-04 INCHES CRITICAL INSTRUMENT MOUNTING PLATE
  • 4. DEFLECTION RESULTS MODIFIED DESIGN: NON PERFORATED CRITICAL MOUNTING PLATE 9.57 E-05 INCHES
  • 5. MAX STRESS RESULT 2898 PSI YIELD POINT 89,000 PSI NO DAMAGE EXPECTED
  • 6. CONCLUSIONS • A simple change from perforated to solid steel on the main support plate results on a maximum deflection reduction of 10X. • A simply supported load deflection test on the 2 support plate designs can easily verify these results.