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Limit analysis of gusset plates in steel single-member welded connections

✍ Scribed by Aage Peter Jensen


Publisher
Elsevier Science
Year
2006
Tongue
English
Weight
1008 KB
Volume
62
Category
Article
ISSN
0143-974X

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✦ Synopsis


On the basis of the assumption of perfect plasticity, upper and lower bounds for the yield strength of a steel gusset plate with a single tie rod welded to the gusset plate have been derived. The analysis is kept as simple as possible and in accordance with generally accepted theories. The yield criterion of von Mises has been applied. For the lower bound in particular, a simple analytical expression is found, which is in fair agreement with tests.


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