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Elements of Experimental Stress Analysis. Structures and by A. W. Hendry

By A. W. Hendry

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AUGHTIE, Electrical resistance wire strain gauges—Possible Errors, Trans, lnst. Mar. , 58 (2), 59-66 (1946). H. MAJORS, Characteristics of wire gauges under various condi­ tions, Proc. Soc. Exp. Stress Anal, 9 (1), 123-139 (1952). R. D. BINNS and H. S. MYGIND, The use of electrical resistance strain gauges and the effect of aggregate size on gauge length in connection with the testing of concrete, Mag. Cone. , 1, 35-9 (1949). W. T. WALKER, Laboratory measurements of stress distribution in reinforcing steel, Am.

Whs. , 47 (1952); 48, 75-7, 166-8, 261-3 (1953). 5. R. A. , Conf. on the Correlation between Calculated and Observed Stresses in Structures, pp. 44-53. Inst. , London, 1955. 6. H. L. WHTTTEMORE, The Whittemore strain gauge, Instruments, 1 (6), 299-300 (1928). 7. P. B. MORICE and G. D. BOSE, The design and use of a demountable 8. 9. 10. 11. 12. 13. 14. mechanical strain gauge for concrete, Mag. Cone. , 5 (13), 37-42 (1953). H. DE LEIRIS, A new pneumatic amplification method and its applica­ tion to extensometry, Proc.

Finally, capacity gauges may be devised to give a linear response up to large strains and at high temperature. In all cases, great care is necessary in the design of circuits associated with capacity gauges and in the selection of components and leads. This is in fact a task which is unlikely to be attempted by the novice although the use of commercial equipment is quite straightforward. INDUCTANCE GAUGES The third electrical circuit parameter which can be altered by mechanical means is the inductance of a coil <3·4>.

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