For tubular towers (circumferential sections) the solutions
for the stress intensity factors and the limit loads are straightforward
for many types of defects (i.e., through thickness crack,
internal circumferential crack, external circumferential crack,
embedded crack . . . ) in most of the different assessment procedures
(i.e., [13,11]).
For tubular towers (circumferential sections) the solutionsfor the stress intensity factors and the limit loads are straightforwardfor many types of defects (i.e., through thickness crack,internal circumferential crack, external circumferential crack,embedded crack . . . ) in most of the different assessment procedures(i.e., [13,11]).
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