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(Motivating Example) • Nonlinear mass-spring-damper system • Question: If the mass is pulled away and then released, will the resulting motion be stable? - Stability definitions are hard to verify - Linearization method fails, (linear system is only marginally stable N 3 01 damping spring term mx +bx x ++k x kx =0 x m. This example was utilized by Eid based on the test results of shear strengths given by Chandler for Upper Lias clay. The nonlinear PL strength function can be obtained by curve fitting to the test data using the Levenberg-Marquardt method. The nonlinear strength parameters have the following values: c 0 = 0.98 kPa, σ 0 = 0.33 kPa, and m = 1.

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Spring III. This is a simple one dimensional one element example to show how to use *MAT_SPRING_GENERAL_NONLINEAR keyword. Two different curves for describing force versus displacement during loading and unloading are given. Initial yield forces in tension and in compression are specified. Isotropic hardening without strain softening is chosen. Both linear and nonlinear elastic materials will elastically return to an "unloaded" state after loading (without permanent deformations), but the relationship between stress and strain is different in them. It's linear for linear elastic material (hence the name) and more complex in a nonlinear case.

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