The effect of the rack/rib plate on the stress concentrations factors in jack-up chords

Marine Structures

Volumn 14, Issue 4-5, 2001, Pages 485-505

  Myers, P T ^a   Brennan, F P ^b   Dover, W D ^b  

^a PO Box 9955   (Qatar)

^b UNIVERSITY COLLEGE LONDON   (United Kingdom)

Author keywords

Jack up platforms; Stiffeners; Stress concentration factor; Tubular joints

Indexed keywords

BENDING (DEFORMATION); DEFORMATION; FATIGUE OF MATERIALS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STRESS CONCENTRATION; WELDS;

STIFFENER PLATES;

PLATES (STRUCTURAL COMPONENTS);

JACK UP PLATFORM; STRESS CONCENTRATION FACTOR; TUBULAR JOINT; WELDED JOINT;

JACK UP PLATFORM; JOINT; STRESS;

EID: 0035399433     PISSN: 09518339     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0951-8339(00)00051-4     Document Type: Article

References (11)

1. Stress concentration factors for tubular Y and T joints
2. Stress concentration in tubular joints
3. Stress concentrations at unstiffened tubular joints
4. Stress concentrations in T/Y and gap/overlap K joints
5. Stress concentrations in tubular joints stiffened by internal ring stiffeners
6. Structural efficiency of internally ring stiffened steel tubular joints
7. Ultimate strength of legs for Jack Up Rigs (First Report) - Local strength of tubular joints
8. Strength evaluation of X joints internally stiffened with longitudinal diaphrgams
9. Stress concentration factor parametric equations for tubular X and DT joints