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E X P E R I M E NTA 1 T E C H N I Q U E S Volume 1 Number 3 W. La In order to determine the amount of pressure imposed on underground bunkers and associated access doors when high explosive charges were set off, the Experi- mental Stress Analysis Group a t Lawrence Radiation Laboratory assembled, in July 1958, a simple pressure transducer from sheet metal and plumbers hardware. The gage disposition was conventional for pressure transducer application and the unit easily static, calibrated up to pressures of 50 psi. The above assemblies were located radially 25, 50, I00 and 150 f e e t away from varying weight of high explosive charges. When these charges were detonated, wave velocities, overpressure and the below ambient pressure following the wave cycle were monitored. travel and imposed no problem. replaceable. Frequency response was well within the limits of wave The diaphrams were often damaged but easily Published periodically by the Society for Experimental Stress Analysis, 21 Bridge Square, P.O. Box 277, Saugatuck Station, Westport, CT 06880. The Society is not responsible for any state- ments made or opinions expressed i n its publications. Selection and use of editorial material will rest with the Applications Committee of the SESA. Authors are invited to submit camera- ready articles to Dr. John B. Ligon. ME-EM Dept., Michigan Tech. Univ., Houghton, MI. 49931.

A SIMPLE SET-UP FOR DYNAMIC PRESSURE MEASUREMENTS

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E X P E R I M E NTA 1 T E C H N I Q U E S Volume 1 Number 3

W. La

In order t o determine the amount of pressure imposed on underground bunkers and associated access doors when h i g h explosive charges were s e t o f f , the Experi- mental Stress Analysis Group a t Lawrence Radiation Laboratory assembled, i n July 1958, a simple pressure transducer from sheet metal and plumbers hardware. The gage disposition was conventional f o r pressure transducer application and the u n i t easily s t a t i c , cal ibrated up t o pressures of 50 psi.

The above assemblies were located radial ly 25, 50, I00 and 150 f e e t away from varying weight of h i g h explosive charges. When these charges were detonated, wave veloci t ies , overpressure and the below ambient pressure following the wave cycle were monitored. travel and imposed no problem. replaceable.

Frequency response was well w i t h i n the limits of wave The diaphrams were often damaged b u t eas i ly

Published p e r i o d i c a l l y by t h e Soc ie ty f o r Experimental S t r e s s Analysis , 21 Bridge Square, P.O. Box 277, Saugatuck S t a t i o n , Westport , CT 06880. The Soc ie ty i s no t r e spons ib l e f o r any s t a t e - ments made or opinions expressed i n i t s p u b l i c a t i o n s . S e l e c t i o n and use of e d i t o r i a l material w i l l rest w i t h t h e App l i ca t ions Committee of t h e SESA. Authors are i n v i t e d t o submit camera- ready articles t o D r . John B. Ligon. ME-EM Dept., Michigan Tech. Univ., Houghton, MI. 49931.

CONVERSION OF STATIC STRAIN GAGE CALIBRATIONS TO DYNAMIC SIGNALS OF KNOWN MAGNITUDES

D a l e Austin Boeing Vertol company

Frequently, l abo ra to ry t e s t engineers are r e q u i r e d t o perform s t a t i c s t r a i n surveys on coupons and product components p r i o r t o f a t i g u e t e s t i n g . Conversion of t h e s t a t i c s t r a i n d a t a t o a form t h a t is use fu l i n measuring dynamic s t r a i n s can be a simple job o r a b a f f l i n g requiremenc. To ob ta in a simple conversion cons t an t w i thou t t h e use of formulas, t h e following proced;lre, adapted from r e s i s t a n c e c a l i b r a t i o n techniques, can be use fu l . c a l i b r a t e your component o r coupon specimen i n increments of load, bending moment, torque, r > t c . versus s t r a i n o u t p u t from a conventional s t r a i n ind ica to r . Unload t h e specimen and. p l ace a shun% r e s i s t o r a c r o s s one gage element o f t h e s t r a i n gage br id3e or abso lu te gage. The value of t h e shunt r e s i s t o r should be se l ec t ed co prodcce an equivalent s t r a i n i n t h e range of dynamic s t r a i n s a n t i c i p a t e d . This new "equivalent s t r a i n " can now be used t o e s t a b l i s h range cons t an t s for t h e a v a i l a b l e dynamic measuring equipment.

Example - s h a f t Bending Fatigue Tes t (350 ohm gages, 2.00 gage f a c t o r )

U s i n y a s t r a i n indicator :

1. Generate a s t a t i c bending vs. s t r a i n gegc of b r i d g e output curve. From t h e best €it s t r a i g h t l i n e o b t a i n 1470 micro inch pe r inch for 240,000 in- lbs ( t h e d e s i r e d dynamic bending aoinent) s ta t ic moment.

2. Se lec t a 200K ohm resistor and p l a c e a c r o s s one leg of t h e br idge. This produces an equivelen s t r a i n o f 875 micro inch pe r inch which is rather low compared to t h e s t r a i n o b t a i n e d f o r the des i r ed bending moment. (See note 2 . )

3. S e l e c t a l O O K ohm r e s i s t o r . This prhduces 1750 riiicro inch p e r inch equ iva len t s t r a i n which is reasonably c lose . A decade r e s i s t o r o r non-inductive w i r e wound pr 'ecis ion r e s i s t o r s i n t h e range o f l o 4 t o 10 4 ohms should be ava i l ab le . )

Using a b r idge ampl i f i e r and osc i l l og raph :

4. Place t h e l O O K ohm r e s i s t o r ac ross t h e same b r i d g e l eg .

5 . Adjust t h e ampl ' if ier ga in to o b t a i n t h e d e s i r e d t r a c e d e f l e c t i o n f o r t h e r e q u i r e d dynamic t e s t mment. I f des i r ed trace d e f l e c t i o n i s t w o inches f o r 240,000 i n - lb s moment:

Eauivalent S t r a in - Actual trace d e f l e c t i o n = d e s i r e d trace d e f l e c t i o n x G~~~~~~~~ Strain 1750 1470 = 2 x - = 2.38 inches

6. The dynamic instrumentation w i l l now r e a d 2 two inches d e f l e c t i o n when f 240,000 in-lbs moment is appl ied t o t h e s h a f t .

J s i n g a b r idge amplif ier w i th chopped s i g n a l and an osc i l l o scope d i sp lay :

4a. Place t h e l O O K ohm r e s i s t o r ac ross t h e s a m e b r i d g e l eg .

Sa. S e t t h e spread f a c t o r and power on t h e b r i d g e ampl i f i e r t o ob$in a r ead ing of a t l e a s t several hundred u n i t s . In t h i s example a sp read f a c t o r of 5 and a power s e t t i n g of 2 o n a b r i d g e ampl i f i e r produces 350 u n i t s .

6a. The dynamic instrumentation w i l l now read: - 14i0 - - - + 294 u n i t s f o r f 240,000 i n - l b s moment or 588 u n i t s peak t o peak.

NOTES: 1. Steps 3, 4a and 5a w i l l c a l i b r a t e t h e dynamic instrumentat ion i n a b s o l u t e s t r a i n u n i t s when an absolute gage is 011 t h e t es t specimen. If 200 u n i t s w e r e measured from an abso lu te gage during a dynamic run, t h e a c t u a l s t r a i n value w i l l be - 2oo x 5.0 = 2 500 micro inch per inch.

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2. The exact shunt r e s i s t o r can be c a l c u l a t e d using t h e equation:

= R gage = R shunt Gage Factor x Desired S t r a i n gage