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Torsion (mechanics)

About: Torsion (mechanics) is a research topic. Over the lifetime, 16511 publications have been published within this topic receiving 189016 citations. The topic is also known as: mechanical torsion.


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Journal ArticleDOI
TL;DR: In this article, a study of three essentially different mechanisms of energy absorption was carried out to determine whether such devices are feasible and the results showed that at plastic strains in the range 3% to 12% it was possible to develop energy dissipation of the order of 2000-7500 lb in/in3 per cycle (14-50 x 106 N/M2 per cycle).
Abstract: A structure designed to resist earthquake attack must have a capacity to dissipate kinetic energy induced by the ground motion. In most structures this energy absorption is developed in the vicinity of beam to column connections. Recent research has shown that connections are not reliable when subject to cyclic loading, such as results from earthquake attack. Connections in steel frames deteriorate due to local instabilities in adjacent flanges, and in reinforced concrete frames alternating shear loads produce diagonal tension and bond failures which progressively reduce the strength of the connection. Much work in building research and earthquake engineering in laboratories throughout the world is directed toward increasing the reliability and energy absorption capacity of structural connections. In this paper an alternative approach to this problem is described. This approach is to separate the load carrying function of the structure from the energy absorbing function and to ask if special devices could be incorporated into the structure with the sole purpose of absorbing the kinetic energy generated in the structure by earthquake attack. To determine whether such devices are feasible a study has been undertaken of three essentially different mechanisms of energy absorption. These mechanisms all utilized the plastic deformation of mild steel. They included the rolling of strips, torsion of square and rectangular bars, and the flexure of short thick beams. These mechanisms were selected for intensive study since they were basic to three different types of device each of which was designed for a separate mode of operation in a structural system. The characteristics of these mechanisms which were of primary importance in this study were the load displacement relations, the energy absorption capacity and the fatigue resistance. This information was obtained with a view to the development of devices for specific structural applications. This report describes the tests used to explore the basic mechanisms and the data obtained. It also include s a brief description of tests on scale models of a device which was designed to be located in the piers of a reinforced concrete railway bridge. It has been shown by the tests that the plastic torsion of mild steel is an extremely efficient mechanism for the absorption of energy. It was found that at plastic strains in the range 3% to 12% it was possible to develop energy dissipation of the order of 2000-7500 lb in/in3 per cycle (14-50 x 106 N/M2 per cycle) with lifetimes within the range of 1000 to 100 cycles. It was also shown that the mode of failure in torsion is an extremely favourable one for use in an energy absorbing device in that it took the form of a gradual decay. The other two mechanisms studied were both less efficient and less reliable than torsion and had capacities of 500-2000 lb in/in3 per cycle (3.5 - 14 x 106 N/M2 per cycle) and life times of around 200 to 20 cycles. Nevertheless they lend themselves to more compact devices than does the torsional mechanism and furthermore the devices may be located in regions in a structure where they are readily accessible for replacement after attack.

384 citations

Journal ArticleDOI
TL;DR: In this article, microstructures and microhardness have been carefully characterized for an austenitic steel deformed by high pressure torsion up to 16 total revolutions, and nearly idealized torsions deformation is observed even at large number of revolution.

381 citations

Book
10 Aug 1998
TL;DR: In this article, the authors present Axial Deformation of Bars: Statically Indeterminate Systems, which is a generalization of Generalized Hooke's Law: Pressure Vessels.
Abstract: 1. Stress. 2. Strain. 3. Axial Deformation of Bars: Statically Determinate Systems. 4. Axial Deformation of Bars: Statically Indeterminate Systems. 5. Generalized Hooke's Law: Pressure Vessels. 6. Torsion. 7. Beam Statics. 8. Symmetric Beam Bending. 9. Unsymmetric (Skew) Beam Bending. 10. Shear Stresses in Beams. 11. Stress and Strain Transformation. 12. Yield and Fracture Criteria. 13. Elastic Stress Analysis. 14. Beam Deflections by Direct Integration. 15. Beam Deflections by the Moment-area Method. 16. Columns. 17. Energy and Virtual Work. 18. Classical Energy Methods. 19. Elastic Analysis of Systems. 20. Plastic Limit Analysis. Tables. Answers to Odd-numbered Problems. Index. Conversion Factors between U.S. Customary and SI Units.

369 citations

Book
01 Jan 1986
TL;DR: In this paper, the authors present an analysis of the effect of different stress and strain transformations on different force systems, and apply the Equilibrium and Strain Displacement methods.
Abstract: Preface to second edition. Preface to first edition. Notation. 1. Statically Determinate Force Systems. 2. Statically Determinate Stress Systems. 3. Stress-Strain Relations. 4. Statically Indeterminate Stress Systems. 5. Torsion. 6. Bending Stress. 7. Bending: Slope and Deflection. 8. Statically Indeterminate Beams. 9. Energy Methods. 10. Buckling Instability. 11. Stress and Strain Transformations. 12. Yield Criteria and Stress Concentration. 13. Variation of Stress and Strain. 14. Application of the Equilibrium and Strain-Displacement. 15. Elementary Plasticity. 16. Thin Plates and Shells. 17. Finite Element Method. 18. Tension, Compression, Torsion and Hardness. 19. Fracture Mechanics. 20. Fatigue. 21. Creep and Viscoelasticity.

358 citations


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Performance
Metrics
No. of papers in the topic in previous years
YearPapers
202214
2021451
2020576
2019634
2018640
2017644