Abstract
The critical load of a structure is subject to a probabilistic scatter when it is modeled as a function of several random imperfections. This chapter offers a procedure to obtain the probability density function of the critical load for structures with a number of imperfections with known probabilistic characteristics. Chapter 3, “Imperfection Sensitivity Laws,” is a foundation of this chapter, and this chapter is extended to a system with group symmetry in Chap. 11.
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Notes
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For example, Roorda and Hansen, 1972 [164] extended these laws to a single-mode, normally distributed imperfection.
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Here “inf” denotes the infimum of a set of numbers, which is defined to be the largest number that is not larger than any number in the set. Similarly, “sup” denotes the supremum of a set of numbers, which is defined to be the smallest number that is not smaller than any number in the set.
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See Chap. 14 for more issues on the bifurcation of cylindrical sand specimens.
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Ikeda, K., Murota, K. (2019). Random Imperfection (I). In: Imperfect Bifurcation in Structures and Materials. Applied Mathematical Sciences, vol 149. Springer, Cham. https://doi.org/10.1007/978-3-030-21473-9_5
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