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Evaluation of a steel structure's load carrying capacity

โœ Scribed by Iain Le May


Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
369 KB
Volume
61
Category
Article
ISSN
0308-0161

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An adaptive discontinuous finite element model is formulated for limit analysis of masonry structures strengthened by fiber composites. The model is able to predict the effects of fracture damage and delamination on the load carrying capacity of the reinforced structures. A numerical investigation o