Stress integration approach to evaluate damping ratio in torsional tests |
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Authors: | Yoon‐Shin Bae Inthuorn Sasanakul |
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Affiliation: | Metropolitan Policy Research Group, Seoul Development Institute, Seoul 137‐071, South KoreaAssociate Research Fellow |
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Abstract: | The complexity of determining strain associated with shear modulus and damping ratio in torsional tests has been resolved by means of several approaches. The stress integration approach is adequate when generating the plots of equivalent radius ratio versus strain more effectively over any range of strains in resonant column and torsional shear (RC/TS) tests. The stress integration approach was applied for hyperbolic, modified hyperbolic, and Ramberg–Osgood models in evaluating damping ratio. This study showed that using a single value of equivalent radius ratio in evaluating damping ratio is not appropriate. The combined hysteretic‐nonviscous damping model was developed and employed to consider the increased damping behavior at small strains using the stress integration approach. The results suggest that adding viscous behavior has no significant effect strain calculations in RC/TS testing. Copyright © 2010 John Wiley & Sons, Ltd. |
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Keywords: | damping ratio nonlinear soil model strain calculation torsional test RC‐TS tests stress integration approach |
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