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 31
Page 228
The concrete curve in Fig 2 is an example of the stress - strain relationship of a high strength concrete . The compressive strength indicated by the curve is about the same as that found for the lighthouses covered by the material ...
The concrete curve in Fig 2 is an example of the stress - strain relationship of a high strength concrete . The compressive strength indicated by the curve is about the same as that found for the lighthouses covered by the material ...
Page 233
THE ABRASION OF CONCRETE IN ARCTIC OFFSHORE STRUCTURES S. Huovinen , H. Kuosa , and E. Vesikari Technical Research Centre of Finland Espoo , Finland Table 2. Tests , specimens and their initial storage and.
THE ABRASION OF CONCRETE IN ARCTIC OFFSHORE STRUCTURES S. Huovinen , H. Kuosa , and E. Vesikari Technical Research Centre of Finland Espoo , Finland Table 2. Tests , specimens and their initial storage and.
Page 243
por concrete was also found to be significantly reduced at low temperatures . Furthermore , Specimen 4t which was initially prestressed only to 500 Additional details are given in reference 1 . psi ( 3.5 MPa ) and cyclically loaded into ...
por concrete was also found to be significantly reduced at low temperatures . Furthermore , Specimen 4t which was initially prestressed only to 500 Additional details are given in reference 1 . psi ( 3.5 MPa ) and cyclically loaded into ...
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 |