Abstract
In this chapter, the relation between deterministic, stochastic and design parameters is explained. Differences between deterministic and reliability-based optimisation are pointed out. A formulation of the system reliability optimization with the limit and shakedown failure criteria is presented. For discrete structures it allows to account for nonlinear geometric effects. An example of limit reliability optimization is presented.
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Siemaszko, A. (2002). Limit and Shakedown Reliability Optimization Accounting for Nonlinear Geometric Effects. In: Weichert, D., Maier, G. (eds) Inelastic Behaviour of Structures under Variable Repeated Loads. International Centre for Mechanical Sciences, vol 432. Springer, Vienna. https://doi.org/10.1007/978-3-7091-2558-8_17
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DOI: https://doi.org/10.1007/978-3-7091-2558-8_17
Publisher Name: Springer, Vienna
Print ISBN: 978-3-211-83687-3
Online ISBN: 978-3-7091-2558-8
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