Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 82
Page 226
For measuring the depth of carbonation in situ , a 3 % solution of phenolphthalein was used . The depth of erosion on the caisson wall has been checked by measuring the distance between straightedges placed on concrete surfaces above ...
For measuring the depth of carbonation in situ , a 3 % solution of phenolphthalein was used . The depth of erosion on the caisson wall has been checked by measuring the distance between straightedges placed on concrete surfaces above ...
Page 450
After completion of each test , the specimens were broken , and the surface length ( 2c ) and maximum depth of each crack ( a ) , indicated by a beachmark , were measured to determine its shape , defined by the aspect ratio ( a / 2c ) .
After completion of each test , the specimens were broken , and the surface length ( 2c ) and maximum depth of each crack ( a ) , indicated by a beachmark , were measured to determine its shape , defined by the aspect ratio ( a / 2c ) .
Page 453
20 0.5 l 0 - T8B - 100 MPO - - - WATERLOO T ( mm ) CANMET 16 - 1 , 26 52 - A , a 78 103 д - T7В 150 MPO O - T9B - 200 MPa 16 0.4 - 1 08 , CRACK DEPTH ( mm ) 0.3K SINGLE CRACK MODEL ( S.C. ) MULTIPLE CRACK MODEL ( M.C. ) , 0 - 200 MPa ...
20 0.5 l 0 - T8B - 100 MPO - - - WATERLOO T ( mm ) CANMET 16 - 1 , 26 52 - A , a 78 103 д - T7В 150 MPO O - T9B - 200 MPa 16 0.4 - 1 08 , CRACK DEPTH ( mm ) 0.3K SINGLE CRACK MODEL ( S.C. ) MULTIPLE CRACK MODEL ( M.C. ) , 0 - 200 MPa ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
ADVANCED COMPOSITES | 1 |
A Study of the MultiLayered GRP Composite Cylindrical Vessel | 13 |
Resistance of Composite Structures to Impact Loads | 19 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied areas assessment base bending brittle calculated carbon carried Charpy chemical coarse grained compared composite concrete considered cooling crack tip critical CTOD curve cycles defect depth determined developed direction distribution effect element energy Engineering examined fabrication factor failure fatigue crack ferrite Figure fracture mechanics fracture toughness fusion geometry growth hardness heat input higher impact increase initiation length load lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore offshore structures parameters performed plastic plate position present pressure problem procedure production properties range reduced region Research respectively sampled shown shows significant simulated specification specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thickness tubular values weld metal welded joints weldments wide yield zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |