Initial stiffness, ultimate capacity and failure mechanisms of tubular X-joints with external ring or plates at fire conditions
Author:
Affiliation:
1. Department of Civil Engineering, Faculty of Engineering, University of Guilan, Guilan, Iran
2. Faculty of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/17445302.2024.2317656
Reference65 articles.
1. Degree of bending (DoB) in tubular K-joints of offshore structures subjected to in-plane bending (IPB) loads: Study of geometrical effects and parametric formulation
2. Development of a probability distribution model for the LJF factors in offshore two-planar tubular DK-joints subjected to OPB moment loading
3. Geometrical effects on the local joint flexibility of three-planar tubular Y-joints in substructures of offshore wind turbines
4. Degree of bending (DoB) in offshore tubular KT-joints under the axial, in-plane bending (IPB), and out-of-plane bending (OPB) loads
5. Effects of chord compression on OPB fire performance of CHS T-joints: An experimental study
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