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Because of the nonlinear behaviour of the material and the highly dynamical performance an incremental procedure including iterative methods is used.
Implemented in the computer code PULS, developed at Det Norske Veritas, local and global stresses are combined in an incremental procedure.
A transient finite-element-based method beside an iterative incremental procedure is presented to study the dynamic response of multilayered composite plate embedded with SMA wires.
This paper describes the formulation and numerical implementation of an incremental procedure for fatigue crack growth simulation applied to three-dimensional thermoelasticity using the dual boundary element method.
Within this scheme special focus is on the evolution of the stress field between two successive discrete crack fronts of the incremental procedure.
The only difference is that the method of Silfwerbrand is a one-step calculation i.e. a single stress value is calculated based on the final shrinkage whereas the method of Carlsward is an incremental procedure.
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The incremental procedures are to generate a minimum numbers of hyper-spherical or hyper-ellipsoidal clusters with each cluster containing a maximum number of data points of the same class.
An experimental platform capable of measuring forces in process during an incremental forming procedure is described and some of the earliest measurements of forces in incremental forming with the changes induced on the measured load are reported.
Figure 7 The block diagram of incremental embedding procedure to determine the embedding rate.
Due to the non-linear behavior of fatigue crack growth an incremental numerical procedure has to be applied for the simulation.
To this end, the perturbation technique is applied in conjunction with the incremental loading procedure for the response moment analysis of path-dependent non-linear structural systems with random parameters.
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