journal article·2008-07

Interpretation of torsional shear results for nonlinear stress–strain relationship

Z. X. Yang, X. S. Li, J. Yang

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Abstract

Abstract Torsional tests are frequently used in material testing to determine shear stress–strain relationships. In the tests, torque is applied to a solid or hollow cylindrical specimen, whose twist angle is recorded as the response. While the raw test results are readily available in terms of torque–twist sets, converting them into intrinsic stress–strain relationships is not always straightforward, owing to the nonlinear stress–strain behavior and the non‐uniform radial distribution of the stress and strain fields. It follows that the approaches currently used to interpret torsional data are essentially empirical based. The present paper addresses this data interpretation issue from a more rigorous perspective. The paper includes two parts: the first part concerns hollow cylindrical specimens under torsion, where an analytical‐based recursive procedure is developed; and the second part deals with solid torsional specimens, for which an analytical solution given by Nadai is directly employed. Examples pertaining to these two cases are examined and the resulting shear stress–strain curves are compared with those based on a number of popular empirical methods. The proposed analytical approaches can serve as a benchmark for checking the accuracy and validity of those empirical propositions. It is worth noting that, for brittle materials exhibiting softening behavior, only the analytical method gives the correct interpretation. Copyright © 2007 John Wiley & Sons, Ltd.
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Research context

OpenAlex topics: Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Soil Mechanics · Fatigue and fracture mechanics

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References (35)

Show source-provided references
1. Frequency effects on damping/modulus of cohesive soil10.1520/STP13213S ↗
2. Laboratory measurement of dynamic soil properties10.1520/STP13212S ↗
3. Stokoe KH · 1995 · 785
4. Resonant column testing of sands with different viscosity pore fluids10.1061/(ASCE)1090-0241(2000)126:1(10) ↗
5. 10.1016/j.soildyn.2004.02.00410.1016/j.soildyn.2004.02.004 ↗
6. 10.3208/sandf1972.23.4_1110.3208/sandf1972.23.4_11 ↗
7. 10.3208/sandf1972.25.2_13510.3208/sandf1972.25.2_135 ↗
8. 10.3208/sandf.38.2_11510.3208/sandf.38.2_115 ↗
9. 10.1680/geot.2007.57.4.37110.1680/geot.2007.57.4.371 ↗
10. Nadai A · 1950
11. TaylorPW.Interpretation of dynamic torsion tests on soils. Report No. 120 School of Engineering University of Auckland Auckland New Zealand 1975.
12. 10.1243/03093247V13102310.1243/03093247V131023 ↗
13. Shear plastic stress–strain relation obtained from torque–twist data10.1115/1.3225894 ↗
14. 10.1520/JTE11930J10.1520/JTE11930J ↗
15. Liquefaction of saturated sand in triaxial torsion shear test10.3208/sandf1972.12.19 ↗
16. 10.3208/sandf.38.3_17910.3208/sandf.38.3_179 ↗
17. 1995
18. ChenATF StokoeIIKH.Interpretation of strain‐dependent modulus and damping from torsional soil tests. U.S. Geological Survey Menlo Park CA 1979.
19. 10.3208/sandf1972.18.3910.3208/sandf1972.18.39 ↗
20. Yielding and flow of sand under principal stress axes rotation10.3208/sandf1972.30.87 ↗
21. 10.1680/geot.1983.33.4.35510.1680/geot.1983.33.4.355 ↗
22. Failure and deformation of sand in torsional shear10.3208/sandf1972.26.4_79 ↗
23. 10.3208/sandf1972.26.3610.3208/sandf1972.26.36 ↗
24. Simple shear testing on sand in a torsional shear apparatus10.3208/sandf1972.28.2_95 ↗
25. 10.1139/t90-07510.1139/t90-075 ↗
26. Stress nonuniformities in hollow cylinder torsional specimens10.1520/GTJ10203J ↗
27. Undrained plane strain shear tests on saturated sand using a hollow cylinder torsional shear apparatus10.3208/sandf.39.2_131 ↗
28. Ishibashi I · 1985 · 51
29. SaadaAS TownsendFC. State of the Art: Laboratory Strength Testing of Soils (ASTM STP 740) Yong RN Townsend FC (eds). Laboratory Shear Strength of Soil 1981;7–77.10.1520/STP28744S ↗
30. Mair RJ · 1987
31. 10.1680/geot.1972.22.3.45110.1680/geot.1972.22.3.451 ↗
32. 10.1061/(ASCE)0733-9399(1998)124:7(705)10.1061/(ASCE)0733-9399(1998)124:7(705) ↗
33. An experimental and theoretical comparison between static and dynamic torsional soil tests10.1680/geot.1989.39.4.585 ↗
34. 10.1061/(ASCE)0733-9410(1991)117:1(89)10.1061/(ASCE)0733-9410(1991)117:1(89) ↗
35. Short‐term loading and deformation of concrete in uniaxial tension and pure torsion10.1680/macr.1968.20.64.145 ↗