Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 87
Page 322
... COMBINED MODEL OF 3 - D AND SHELL ELEMENTS The semi - loof shell element is a complicated element and great care should be taken when using it , particularly in combination with other types of elements . To examine the performance of ...
... COMBINED MODEL OF 3 - D AND SHELL ELEMENTS The semi - loof shell element is a complicated element and great care should be taken when using it , particularly in combination with other types of elements . To examine the performance of ...
Page 325
... Combined Shell & Brick Elements ---- Combined Elements , weldment not modelled a ) chord 15 38 Angle Around The Intersection From Crown Experimental Semi - Loof Shell Elements ---- Combined Shell & Brick Elements --Combined Elements ...
... Combined Shell & Brick Elements ---- Combined Elements , weldment not modelled a ) chord 15 38 Angle Around The Intersection From Crown Experimental Semi - Loof Shell Elements ---- Combined Shell & Brick Elements --Combined Elements ...
Page 327
... Combined Elements ; Principal Stress + -- Combined Elements ; Normal Stress SHffener Position a ) chord Fig 13 15 38 45 60 75 90 Angle Around The Intersection From Crown Experimental Combined Elements ; Principal Stress Combined ...
... Combined Elements ; Principal Stress + -- Combined Elements ; Normal Stress SHffener Position a ) chord Fig 13 15 38 45 60 75 90 Angle Around The Intersection From Crown Experimental Combined Elements ; Principal Stress Combined ...
Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
Low Cost Manufacturing Technology for FireResistant Phenolic Matrix Composites | 21 |
Copyright | |
42 other sections not shown
Other editions - View all
Common terms and phrases
analysis applications approach axial behaviour bending brace calculated chord combined compared components composite compression concrete connection considered construction corrosion crack growth critical curve cycles damage depth determined direction distribution effect Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal intersection length limit load lower material maximum mean measured mechanics metal method mode nodes nominal normal notch observed obtained offshore offshore structures parameters performance pipe plate position predicted present pressure procedure production properties range ratio reduced reinforcement Research resistance seal shear shell shown shows solutions specimens steel stiffener strain strength stress concentration structures surface Table technique temperature tensile tension thickness thread tube tubular joints weight weld