Welded circular hollow section (CHS) joints typical to bridge construction have been examined in an experimental, numerical, and analytical study with respect to their fatigue strength. Evidence from this study has indicated lower fatigue strength for joints with thicker failed members. A re-examina
A code for the identification of tubular joints from the structural model of a steel jacket for fatique analysis
โ Scribed by Subroto Kumar Bhattacharyya
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 577 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0965-9978
No coin nor oath required. For personal study only.
โฆ Synopsis
A FORTRAN code and the algorithm for identification of tubular joints of types T, Y, X, K, KT and SKT from structural data of a jacket is presented. This task arises in fatigue analysis of all joints in the structure where identification of all possible joints is not feasible without a code.
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