Abstract
This paper addresses the problem of analytical modelling of tubular composite connections of the type used for pile/sleeve assemblies in steel jacket offshore platforms. A brief literature review is followed by a description of the ingredients of a non-linear constitutive model, incorporating grout, steel, friction and bearing components. The analytical model is substantiated by comparison with experimental results for concrete cylinders, sandwich double-skin cylinders, concrete-filled tubulars and weld-beaded grouted connections. (from authors' abstract)
Original language | English (US) |
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Pages (from-to) | 377-398 |
Number of pages | 22 |
Journal | PROC. INSTITUTION CIVIL ENGINEERS. PART 2 RESEARCH & THEORY |
Volume | 91 |
State | Published - Jan 1 1991 |
All Science Journal Classification (ASJC) codes
- General Engineering